HomeMy WebLinkAbout93-145 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 93-145
Being a By-Law to authorize a contract between the
Corporation of the Municipality of Clarington and
Bennett Paving and Materials in respect of the
Willowbrook Subdivision - Repair of Deficiencies
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS
AS FOLLOWS:
1. THAT the Mayor and Clerk are hereby authorized to execute,
on behalf of the Corporation of the Municipality of
Clarington with the Corporation Seal, a contract between
Bennett Paving and Materials and said Corporation.
2 . THAT this agreement attached hereto as Schedule "A" form
part of this By-law.
By-law read a first and second time this 27th day of September,
1993.
By law read a third time and finally passed this 27th day of
September, 1993 .
Ma r
i
"Clerk
1
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
RECTIFICATION OF DEFICIENCIES AND COMPLETION
' OF ABOVE GROUND WORKS
WILLOWBROOK GARDENS SUBDIVISION
BOWMANVILLE
1 CONTRACT NO. NW93-34
1
1
1
G. M. SERNAS & ASSOCIATES LIMITED
G.M.S. NO. 88242
1
' AGREEMENT
THIS AGREEMENT made in Quadruplicate this 30th day of September in the year Nineteen Hundred and
' Ninety Three by and between Bennett Paving&Materials Limited herein called the"Contractor"and The
Corporation of the Municipality of Clarington herein called the "Owner".
' WITNESSETH: The Contractor and the Owner for the consideration hereinafter indicated,undertake and
agree as follows:
ARTICLE 1:
' The following documents are to be read herewith and form part of this Agreement as fully and completely
to all intents and purposes as though all the stipulations hereof had been embodied herein and are
' referred to herein as the "Contract Documents";
1. Tender Form Pages FT1 to FT14
' 2. Special Provisions- General Pages 1 to 41
3• Special Conditions Pages SC1 to SC10
' 4. Plans Drawing No's. G-101, G102T, G-103
G-104, P-101 to P-106
' P-108, N-1, N-2
5. General Conditions, (Form M-100)
' 6. Standard Specifications
ARTICLE 2:
' The Contractor undertakes and agrees:
' a) To provide all materials, except as otherwise specified, and perform all work shown on the
drawings and described in the Contract Documents entitled Contract No. NW93-34 "Rectification
of Deficiencies & Completion of Above Ground Work, Willowbrook Gardens Subdivision, in the
Municipality of Clarington"which were prepared by G.M. Sernas and Associates Limited, acting as
' and herein entitled, the "Engineer".
b) To do and fulfil everything indicated by this Agreement and the Contract Documents.
' c) To complete substantially all the work as specified in the Contract Documents and as shown on
the Contract Drawings within six (6) weeks after official notification to commence work.
' -1
' AGREEMENT (Cont'd)
ARTICLE 3:
' The Owners undertakes and agrees
a) To pay the Contractor in current funds for the performance of the Contract,One Hundred Ninety
' Thousand, Six Hundred Forty Six Dollars and Twenty Two Cents subject to additions and
deductions as provided in the Contract Documents.
' b) The Contractor shall be entitled to receive monthly payments at the rate of ninety percent (90%)
of the value of the work actually done and materials furnished and in place. The payments shall
be based on the engineer's estimate of the work done and shall not be construed as an acceptance
by the Owners of the work so estimated.
' Final payment upon completion of the work shall be made in accordance with Clause 30.
Payments in the Special Provisions - General.
' c) If on account of climatic or other conditions reasonably beyond the Contractor's control,there are
items of work that cannot readily be completed, the payment in full for the work which has been
completed shall not be delayed on account thereof, but the Owners or Engineer may withhold
' sufficient and reasonable sum until the uncompleted work is finished.
' ARTICLE 4:
The Contractor and the Owners for themselves, their successors, executors, administrators and assigns,
' hereby undertake and agree to the full performance of the covenants contained herein and in the Contract
Documents, and that this Agreement with the Contract Documents constitute the Contract and the
following is an exact enumeration of the Specifications and Drawings.
STANDARD SPECIFICATIONS 1NDEX
' Specification No. 1. Special Conditions
2. Sewers and Appurtenances
' 3. Water Distribution System and Appurtenances
4. Fine Grade and/or Compact Earth Grades
5. Supply and Install Granular Material and/or Crushed Stone
6. Supply and Install Asphalt
' 7. Concrete Curb and Gutter
8. Concrete Sidewalks and Laneways
10. Placing Topsoil
11. Supply and Place Sod
15. Rip Rap and Grouted Rip Rap
' -2-
' AGREEMENT (Cont'd)
ARTICLE 4:
' Drawing No. Title
NW93-34 G-101 General Notes
G-102T General Plan (Municipality of Clarington- Contract NW93-34)
G-103 Grading Plan
G-104 Grading Plan
P-101 Concession Street
' P-102 Kershaw Street
P-103 Chance Crt.
P-104 Flaxman Avenue
P-105 Flaxman Avenue
P-106 Edgerton Drive
P-108 Easement
N-1 Noise Impact Study-Site Plan
' N-2 Noise Impact Study-Site Plan
The Applicable Standard Drawings of the Municipality of Clarington, Region of Durham and the Province
' of Ontario.
ARTICLE 5:
If and whenever either party hereto desires to give notice to the other party or in connection with this
Agreement or the General Conditions of the Contract, such notice will be effectively given if sent by
' registered mail:
to the Contractor at
1255 Wilson Road North, Box 305, Oshawa, Ontario, L1H 7L3
to the Owner at
40 Temperance Street, Bowmanville, Ontario, L1C 3A6
' to the Engineer at
110 Scotia Court, Unit 41, Whitby, Ontario, L1N 8Y7
and will be considered as having been so given at the time of the deposit thereof in the Post Office.
' AGREEMENT (Cont'd)
IN WITNESS WHEREOF the parties hereto have hereunto caused their Corporate Seals to be affixed duly
' attested by the hands of their proper signing officers authorized in that behalf.
SIGNED, SEALED,AND DELIVERED ) BENNETT PA NG & MATERIALS LIMITED
' in the presence of )
Per
THE CORPORATION OF THE MUNICIFALITY OF
CLARINGTON
MAYOR
)
)
WN 5AK
)
)
)
' PROJECT: TENDER FOR CONTRACT NO. NW93-34
AUTHORITY: CORPORATION OF THE MUNICIPALITY OF CLARINGTON
' ENGINEER: G. M. SERNAS &ASSOCIATES LIMITED
110 SCOTIA COURT, UNIT 41
WHITBY, ONTARIO
' LIN 8Y7
TENDERER: Bennett Paving & Materials Limited
Contractor's Name
' 1255 Wilson Road North, Box 305
' Oshawa, Ontario, L1H 7L3
Contractor's Address (include Postal Code)
' (416) 728-4661 (416) 728-0820
Contractor's Telephone and Fax Numbers
W.E. Danford
Name of Person Signing
District Manager
Position of Person Signing
TENDERS RECEIVED BY: Mrs. Patti Barrie, Clerk
' Corporation of the Municipality of Clarington
40 Temperance Street
BOWMANVELLE, Ontario. L1C 3A6
UNTIL 2:00 PM LOCAL TIME
WEDNESDAY SEPTEMBER 8, 1993
Note: Photocopy the completed Form of Tender (Blue Pages) and submit two (2) sets (one blue
original and one white duplicate) at the time of tendering.
' FT-1
TENDER CONTRACT NO. NW93-34
To: The Mayor and Members of Council
Corporation of the Municipality of Clarington
Re: Contract No. NW93-34
Rectification of Deficiencies and Completion of Above Ground Works,
Willowbrook Gardens Subdivision, Bowmanville
Dear Mayor and Members of Council:
The Contractor has carefully examined the Plans,Provisions,Specifications and Conditions described herein
as part of the work to be done under this Contract. The Contractor understands and accepts the said Plan,
Provisions, Specifications and Conditions, and, for prices set forth in this Tender, hereby offers to furnish
all machinery, tools,apparatus and other means of construction, furnish all materials,except as otherwise
' specified in the Contract, and to complete the work in strict accordance with the said Plans, Provisions,
Specifications and Conditions.
' The Contractor understands and accepts that the quantities shown are approximate only, and are subject
to increase, decrease, or deletion entirely if found not to be required.
Attached to this tender is a certified cheque in the amount specified in Clause 3 of the Special Provisions-
, General, made payable to the Authority. This cheque shall constitute a deposit which shall be forfeited
to the Authority if the successful Contractor fails to file with the Authority a 100%Performance Bond, and
a 100%Labour and Material Payment Bond,satisfactory to the Authority within ten(10)calender days from
' the date of receipt of Notice of Acceptance of the Tender.
Notification of acceptance may be given and delivery of the form of Agreement made by prepaid post,
addressed to the Contractor at the address contained in this Tender.
1
' FT-2
FORM OF TENDER - CONTRACT NW93-34
t CORPORATION OF THE
MUNICIPALITY OF CLARINGTON
1
RECTIFICATION OF DEFICIENCIES AND COMPLETION
OF ABOVE GROUND WORKS
WILLOWBROOK GARDENS SUBDMSION
This Tender is submitted by: BENNETT PAVING & MATERIALS LIMITED
' 1255 WILSON ROAD NORTH, BOX 305
OSHAWA, ONTARIO L1H 71,3
(416) 728-4661
WE, the undersigned Contractor, HEREBY DECLARE that no person, firm or corporation other than the
one whose signature or the signature of whose proper officers and the seal is or are attached below, has
any interest in this tender or in the Contract proposed to be taken.
WE FURTHER DECLARE that this Tender is made without any connection, knowledge, comparison of
figures or arrangement with any other company, firm or person making a tender for the same work and
is in all respects fair and without collusion or fraud.
WE FURTHER DECLARE that we have carefully examined the locality and site of the proposed works, the
' agreement and all documents of the Contract.
WE hereby tender and agree to provide all labour, materials, equipment and services, and to perform in
a substantial and workmanlike manner all of the work required by and in strict accordance with the
' contract documents for the prices indicated in the Form of Tender, subject to additions, deductions,
adjustments and reductions as provided in the Contract. We further agree that the provisional item unit
rates and schedule item rates indicated in the Form of Tender shall be used as a basis for computing the
' value of work performed, be it more than or less than the estimated quantities shown herein.
' FT-3
1
i
iSUMMARY
FORM OF TENDER
RECTIFICATION OF DEFICIENCIES AND COMPLETION
OF ABOVE GROUND WORKS
WILLOWBROOK GARDENS SUBDIVISION
BOWMANVILLE
' CONTRACT NO. NW93-34
i TENDERED
CONTRACT SECTION DESCRIPTION AMOUNT
----------------------------------------------------------------------------------------------------------------------
' I I STORM SEWER SYSTEM - DEFICIENCIES $28,239.43
II ABOVE GROUND WORKS $137,247.17
iSUBTOTAL $165,486.60
ADD: GST (7X) $11,584.06
SUBTOTAL $177,070.66
' ADD: CONTINGENCY ITEMS $13,575.56
----------------------
----------------------
' TOTAL TENDERED --------- $190,646.22
iONE HUNDRED NINETY THOUSAND, SIX HUNDRED FORTY SIX DOLLARS AND
TOTAL TENDERED IN WORDS:
TWENTY TWO CENTS
iBENNETT PAVING & MATERIALS LIMITED
(SEAL)
(CONTRACTO `,
1 J//r
(SIGNED)
(DATE)
i FT-4
FORM OF TENDER WILLOWBROOK GARDENS CONTRACT - NW93-34
----------------------------------------------------------------------------------------------------------------------
CONTRACT I
SECTION I - STORM SEWER SYSTEM - DEFICIENCIES
UNIT TENDERED
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
1.1.1 CLEAN CATCHBASIN SUMPS
a) SINGLE CATCHBASIN 20 EACH 32.96 659.20
b) REAR YARD CATCHBASIN ON EASEMENT 1 EACH 32.96 32.96
(INCL. REINSTATEMENT OF SILTATION BUFFER)
c) REAR YARD CATCHBASIN/MANHOLE 1 EACH 32.96 32.96
d) DOUBLE CATCHBASIN 2 EACH 48.93 97.86
' 1.1.2 PARGE OUTSIDE OF REAR YARD CATCHBASIN FRAMES 1 EACH 97.85 97.85
(INCL. SOD REPAIR) (PROVISIONAL)
' 1.1.3 PARGE SUBDRAINS OR LEAD PIPES AT STREET CATCHBASIN 4 EACH 27.30 109.20
1.1.4 REALIGN CATCHBASINS TO MATCH CURBLINE (PROVISIONAL)
' a) SINGLE CATCHBASIN 2 EACH 324.45 648.90
1.1.5 FLUSH AND CLEAN STORM SEWERS AND REMOVE DEBRIS
' FROM SITE (TO BE COMPLETED BEFORE ITEM 1.1.6)
a) 300-400mn DIA. 385 LM 3.09 1,189.65
b) 1500mn DIA. 230 LM 4.12 947.60
c) 1800mnX900mn BOX CULVERT 465 - LM 49.67 23,096.55
1.1.6 REMOVE AND DISPOSE OFF SITE BULKHEAD AT HEADWALL 1 EACH 154.50 154.50
' 1.1.7 CAMERA INSPECTION (SMALL DIA. PIPES ONLY) 385 LM 1.60 616.00
1.1.8 CONSTRUCT "HALF" BULKHEAD
1 a) N. SIDE MH 7 (375mn DIA. PIPE) 1 EACH 278.10 278.10
b) N. SIDE MH 11 0 500mn DIA. PIPE) 1 EACH 278.10 278.10
(TO BE COMPLETED BEFORE ITEM 1.1.5)
--------------------------------------------------------------------------------------/-------
SUBTOTAL - STORM SEWER SYSTEM - DEFICIENCIES $28,239.43
----------------------------------------------------------------------------------------------
' FT-5
FORM OF TENDER WILLOWBROOK GARDENS CONTRACT - NW93-34
----------------------------------------------------------------------------------------------------------------------
SECTION_II_ ABOVE GROUND WORKS
' UNIT TENDERED
--ITEM------------------DESCRIPTION--------------------------------OTY----------UNIT-------RATE------------AMOUNT
-------- -----------
1.2.1 CLEAN BASE CURB 375 LM 3.61 1,353.75
1.2.2 REPLACE BASE CURB STIRRUPS (PROVISIONAL) 20 EACH 5.87 117.40
' 1.2.3 REMOVE AND REPLACE CONCRETE CURB (PROVISIONAL)
a) BASE 95 LM 49.03 4,657.85
b) TOP 15 LM 77.25 1,158.75
c) FULL 5 LM 87.55 437.75
1.2.4 SUPPLY AND PLACE CONCRETE CURB AND GUTTER
a) TOP 375 LM 26.27 9,851.25
b) FULL 5 LM 37.08 185.40
1.2.5 CONSTRUCT 1.5m CONCRETE SIDEWALK
a) 130mn DEPTH 240 LM 53.05 12,732.00
1 b) 150mn DEPTH 55 LM 56.14 3,087.70
1.2.6 ADJUST ROADWAY MANHOLES TO GRADE 14 EACH 169.95 2,379.30
' 1.2.7 ADJUST ROADWAY CATCHBASINS TO GRADE
(INCLUDE CURB INFILL)
a) SINGLE CATCHBASINS 16 EACH 190.55 3,048.80
1.2.8 ADJUST EXISTING VALVES TO GRADE PRIOR TO SODDING
a) SECONDARY AND MAINLINE 8 EACH 36.05 288.40
' b) WATER BOXES 16 EACH 72.10 1,153.60
1.2.9 CONSTRUCT DRIVEWAY APRONS
' a) 50mn HO ASPHALT 840 SM 7.69 6,459.60
b) PLACE ADDITIONAL 19mm CRUSHER RUN LIMESTONE 160 TONNE 23.05 3,688.00
c1) REMOVE CONTAMINATED 19mm CRUSHER RUN 400 SM 3.66 1,464.00
' LIMESTONE TO ALLOW ASPHALT PLACEMENT (150mm)
OR
c2) REMOVE SURFACE DEBRIS FROM DRIVEWAYS PRIOR 400 SM 3.66 NOT EXTENDED
TO PLACEMENT OF ADDITIONAL GRANULARS AND OR PAVING
' 1.2.10 REMOVE AND DISPOSE EXISTING DEBRIS WITHIN ROAD ALLOWANCES LS 2,291.75
OF ENTIRE SUBDIVISION (EXCLUDING HYDRO POLES)
FT-6
. .
r
FORM OF TENDER WILLOWBROOK GARDENS CONTRACT - NW93-34
1 ----------------------------------------------------------------------------------------------------------------------
SECTION_II_- ABOVE GROUND WORKS (CONTID)
UNIT TENDERED
--ITEM------------------DESCRIPTION--------------------------------QTY UNIT RATE
--AMWNT
----- ----------- ---------- --------
1.2.11 REMOVE AND REPLACE BASE ASPHALT (50mn DEPTH) 50 SM 12.62 631.00
(DISPOSE OFF SITE)(PROVISIONAL)
1.2.12 LOAD AND PLACE 100mn TOPSOIL FROM ON-SITE STOCKPILES) 1,215 SM 3.09 3,754.35
' 1.2.13 SUPPLY AND PLACE NO. 1 NURSERY SOD 1,215 SM 1.65 2,004.75
1.2.14 REGRADE SIDE YARD SWALES TO ENSURE DRAINAGE 60 SM 4.84 290.40
' OVER TOP CURB (PROVISIONAL)
1.2.15 SOD/GRADING REPAIR AFTER SIDEWALK CONSTRUCTION 80 SM 4.84 387.20
' (PROVISIONAL)
1.2.16 ASPHALT GRINDING (PROVISIONAL) 20 SM 20.60 412.00
' 1.2.17 CONSTRUCT LAP JOINT
e) CONCESSION STREET 10 LM 9.27 92.70
b) MEARNS AVENUE 25 LM 9.27 231.75
r1.2.18 SWEEP AND CLEAN BASE ASPHALT 4,320 SM 0.18 777.60
1.2.19 APPLY TACK COAT PRIOR TO HL3 4,320 SM 0.22 950.40
1.2.20 SUPPLY AND PLACE "GEOGRID" OR APPROVED EQUAL 50 SM 5.67 283.50
PRIOR TO PLACEMENT OF HL3 ASPHALT (PROVISIONAL)
' FT-7
FORM OF TENDER WILLOWBROOK GARDENS CONTRACT - NW93-34
----------------------------------------------------------------------------------------------------------------------
' SECTION II - ABOVE GROUND WORKS (CONTID)
UNIT TENDERED
--ITEM- DESCRIPTION OTY UNIT RATE AMOUNT
1.2.21 SUPPLY AND PLACE ASPHALT "SCRATCH" COAT 60 TONNE 36.83 2,209.80
(PROVISIONAL)
1.2.22 SUPPLY AND PLACE HL3 (40mm) (INCL. ASPHALT CEMENT) 530 TONNE 36.83 19,519.90
1.2.23 CONSTRUCT 1.Bm HIGH NOISE BARRIER FENCE 245 LM 107.27 26,281.15
1.2.24 CONSTRUCT 1.8m HIGH WOOD SCREEN FENCE 260 LM 63.48 16,504.80
1.2.25 EXCAVATE TRENCH ACROSS HAUL ROAD AT 9 LM 5.51 49.59
BRADSHAW STREET TO ELIMINATE ACCESS
1,2.26 EXTEND EXIST. 150mm DIA. PVC SERVICE 40 LM 85.75 3,430.00
CONNECTIONS INTO LOT 1, LOT 61, LOT 57
' AND LOT 49 TO ACCEPT LOCAL DRAINAGE
1.2.27 SUPPLY AND PLACE 19mm CLEAR STONE 35 TONNE 40.69 1,424.15
1.2.28 REGRADE GENERAL AREA OF LOTS 59-71, LOTS 45-58 LS 2,879.83
AND LOT 1 TO SMOOTH SURFACE AND TO ENSURE
DRAINAGE IS DIRECTED TO LOW POINTS AT LOCATIONS
' IDENTIFIED UNDER ITEM 1.2.26
1.2.29 CLEAN/REGRADE EXIST. HEADWALL APRON AND LOW FLOW 35 LM 22.20 777.00
' CHANNEL (2.2m WIDTH)
----------------------------------------------------------------------------------------------
' SUBTOTAL - ABOVE GROUND WORK -------$137,247.17
------------------------------------------------------------ -----
' FT-8
1
FORM OF TENDER------------------------------------------------------------WILLOWBROOK GARDENS CONTRACT - NW93-34
-------------- ------------------------------------------
CONTINGENCY ITEMS
' UNIT TENDERED
ITEM -----------------DESCRIPTION--------------------------------QTY-------UNIT-------RATE------------AMOUNT
------- --------- --------
C.1 MISCELLANEOUS WORK
THE FOLLOWING ITEMS SHALL BE EXTENDED
AND INCLUDED IN THE TOTAL
' a) EQUIPMENT SUPPLIED IN ACCORDANCE WITH LS 2,500.00
RATES SET OUT IN THE CURRENT OPSS
' FORM NO. 127 (SCHEDULE OF RENTAL RATES
OF CONSTRUCTION EQUIPMENT) AT A DISCOUNT
OF $5,000 - 50% OF $5,000.00.
(EXAMPLE: $5,000 - 10% OF $5,000 =
' $4,500.00)
b) OPERATOR INCL. PAYROLL BURDEN, OVERHEAD 15 HRS 34.20 513.00
' AND TRAVELLING TIME
c) FOREMAN INCL. PAYROLL BURDEN, OVERHEAD 15 HRS 37.49 562.35
TRAVELLING TIME AND PICK-UP TRUCK
' d) SKILLED LABOUR INCL. PAYROLL BURDEN, 20 HRS 32.75 655.00
OVERHEAD, TRAVELLING TIME AND PICK-UP TRUCK
' e) MARK-UP ON MATERIAL COST TO COVER OVERHEAD LS 2,100.00
AND PROFIT, 5% OF $2,000.00.
(EXAMPLE: $2,000 + 5% OF $2,000 = $2,100)
' C.2 SUPPLY, INSTALL AND SECURE
a) STRAW BALES 5 EACH 5.15 25.75
b) SNOW FENCE 15 LM 5.15 77.25
C.3 EXCAVATE UNSUITABLE ROAD SUBGRADE MATERIAL,
' DISPOSE ON SITE AS DIRECTED BY THE ENGINEER,
COMPACT SUBGRADE AND REPLACE WITH:
a) GRANULAR 'B' 20 t 21.12 422.40
b) GRANULAR 'A' 10 t 26.78 267.80
' C) 19mn CRUSHER RUN LIMESTONE 10 t 31.93 319.30
' FT-9
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FORM OF TENDER WILLOWBROOK GARDENS CONTRACT - NW93-34
----------------------------------------------------------------------------------------------------------------------
rCONTINGENCY ITEMS (CONTID)
-----------------
UNIT TENDERED
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
----------------------------------------------------------------------------------------------------------------------
C.4 FLOAT MOVE TO DELIVER EQUIPMENT FOR WORK 1 EACH 103.00 103.00
WHICH IS SUPPLEMENTAL TO THE CONTRACT
ONCE THE CONTRACTOR HAS VACATED SITE
' C.5 SUPPLY ALL MATERIALS AND LABOUR REQUIRED
FOR HYDRANT EXTENSIONS
a) 300mm HEIGHT 1 EACH 463.50 463.50
' b) 450mm HEIGHT 1 EACH 499.55 499.55
c) 600mm HEIGHT 1 EACH 545.90 545.90
C.6 EXCAVATE TO BASE OF WATER SERVICE BOX OR MAIN VALVE BOX 1 EACH 175.10 175.10
rC.7 PARTIAL EXPOSURE OF WATER SERVICE BOX OR MAIN VALVE BOX 1 EACH 257.50 257.50
' C.8 SUPPLY AND INSTALL (WATER SERVICE CONNECTION COMPONENTS)
a) WATER SERVICE BOX 2 EACH 103.00 206.00
b) STAINLESS STEEL ROD 2 EACH 41.20 82.40
0 LID 2 EACH 25.75 51.50
' d) RETHREADING ONLY 2 EACH 35.02 70.04
e) 300mm EXTENSION 2 EACH 26.78 53.56
' C.9 SUPPLY AND INSTALL (MAINLINE VALVE COMPONENTS)
a) CUT OFF THREADED PORTION 2 EACH 82.40 164.80
b) LID 2 EACH 27.81 55.62
' c) TOP SECTION 2 EACH 80.34 160.68
d) EXTENSION 2 EACH 142.14 284.28
e) BOTTOM SECTION 2 EACH 142.14 284.28
' f) NEW BOX (COMPLETE) 2 EACH 216.30 432.60
CAD SUPPLY, IMPORT AND PLACE 100mm TOPSOIL 1,000 SM 1.13 1,130.00
C.11 CLEAN DEBRIS FROM MAINLINE AND SECONDARY VALVES 10 EACH 51.50 515.00
C.12 SUPPLY NEW MODULOC ADJUSTMENT UNITS 10 EACH 10.30 103.00
C.13 SUPPLY AND PLACE RIP RAP
a) 150mm 10 SM 16.48 164.80
b) 300mm 10 SM 32.96 329.60
1 ------------------------------------------ -----------------------------------------
SUBTOTAL - CONTINGENCY ITEMS $13,575.56
------------------------ -------------------------------------------------------
FT-10
1
' MUNICIPALITY OF CIARINGTON
FORM OF TENDER CONTRACT NO. NW93-34
' STATEMENT 'A'
**TENDERER'S EXPERIENCE
Year Description of Contract For Whom Work Performed Value $
' 93 Newcasd Meadows Sub Municipality of Clarineton $205,000.00
Darrell Goudev, P. Eng. (G.M. Sernas &Assoc.)
(Contact Person)
' ,(416) 432-7878
(Telephone No.)
' 093-04 City of Oshawa $600,000.00
' E. Patterson
(Contact Person)
' (416) 723.7351
(Telephone No.)
' 2L W93-1 Town of Whitby $ 50,000.00
' Dave Mills
(Contact Person)
' (416) 668-5803
(Telephone No.)
**Note: All Tenderers must complete Statement 'A' - TENDERER'S EXPERIENCE
' FT-11
' MUNICIPALITY OF CLAJUNGTON
FORM OF TENDER CONTRACT NO. NW93-34
' STATEMENT 'B'
TENDERER'S SENIOR SUPERVISORY STAFF
Name Appointment Qualifications & Experience
W.E. Danford District Manager 42 Years
' Bryan Mockford Project Superintendant 21 Years
Yves Mageau Proiect Manager 8 Years
STATEMENT 'C'
TENDERER'S LIST OF PROPOSED SUB-CONTRACTORS
Name Address/Phone Number Trade
' Sanan Construction Maple (416) 669-6099 Curb/Sidewalk
Hillside Landscape Oshawa (416) 436-7988 Topsoil/Sod
McFaul Fencing Oshawa (416) 436-8622 Fencing
' FT-12
AGREEMENT TO BOND (to be completed by Bonding Company) CONTRACT NO. NW93- 4
WE, the Undersigned, HEREBY AGREE to become bound as Surety for
in a Performance Bond totalling ONE HUNDRED PERCENT (100%) of the CONTRACT amount, and a
Labour and Material Payment Bond totalling ONE HUNDRED PERCENT(100%)of the CONTRACT amount,
and conforming to the Instruments of Contract attached hereto, for the full and due performance of the
works shown or described herein, if the Tender for Contract No. NW93-34 is accepted by the Authority.
IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted,
application for a Performance Bond and a Labour and Material Payment Bond must be made to the
Undersigned within TEN (10) DAYS of Notice of Contract Award,otherwise the Agreement shall be null
and void.
DATED AT this day of 1993.
Name of Bonding Company
Signature of Authorized Person
Signing for Bonding Company
(BONDING COMPANY SEAL)
Position
I
r FT-13
SCHEDULE OF TENDER DATA CONTRACT NO. NW93-34
The work specified in the Contract shall be performed in strict accordance with the following Schedule:
' A. TENDER FORM:
General Pages FT-1 and FT-2
Itemized Bid Pages FT-3 to FT-10
' Tenderer's Experience Page FT-11
Tenderer's Senior Supervisory Staff Page FT-12
Tenderer's List of Proposed
' Sub-Contractors Page FT-12
Agreement to Bond Page FT-13
Schedule of Tender Data Page FT-14
' B. SPECIAL PROVISIONS - GENERAL Pages 1 to 41
C. SPECIAL CONDITIONS Pages SC-1 to SC-10
' D. PLANS Drawing No's. G-101, G102T, G-103
G-104, P-101 to P-106,
' P-108, N-1, N-2
E. GENERAL CONDITIONS: Form M-100
' F. STANDARD SPECIFICATIONS:
If shall be the Contractor's responsibility to obtain the applicable edition of the Ontario Provincial
Standard Specifications, and Region of Durham Specifications, Schedules 'C' and 'D' revised January,
1993.
' The applicable Standard Drawings of the Municipality of Clarington, Region of Durham and the
Province of Ontario shall be deemed to be included in the Standard Specifications of the Contract.
The Contractor,by this Tender, offers to complete the work of this Contract in strict accordance with the
terms contained herein.
By my/our signature hereunder, I/we hereby identify this as the Schedule of Tender Data, Plans and
Specifications, for Contract No. NW93-34, executed by me/us bearing date the day of
1993•
SIGNATURE
' POSITION (COMPANY SEAL)
NAME OF FIRM
This is Page FT-14 of 14 Pages to be submitted as the Tender Submission for Contract No. NW93-34.
1
1
1
' CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. NW93-34
1
' SPECIAL PROVISIONS - GENERAL
1
INDEX
' SPECIAL PROVISIONS -GENERAL
' CONTRACT NO. NW93-34
CLAUSE SUBJECT PAGE
1. GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
2. BLANK FORM OF TENDER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
' 3. TENDER DEPOSITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
4. BONDS 5
5. RIGHT TO ACCEPT OR REJECT TENDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
6, UNACCEPTABLE TENDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
' 7. ABILITY AND EXPERIENCE OF BIDDER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
8. EXECUTE CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
9. GUARANTEED MAINTENANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
' 10. LOCATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
11. SOILS INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
12. TENDERERS TO INVESTIGATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
' 13. INQUIRIES DURING TENDERING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
14. AWARD OF THE CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
15. DEFINITION OF AUTHORITY AND ENGINEER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
16. ONTARIO PROVINCIAL STANDARDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
' 17. LIQUIDATED DAMAGES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
18. THE "CONTRACTOR'S SCHEDULE OF WORK' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
19. LIST OF SUB-CONTRACTORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
' 20. FORM M-100 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
21. GOVERNMENTAL REQUIREMENTS 6
22. NOTICE TO CONTRACTORS - RE: EMPLOYMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
' 23. LABOUR CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
24. PROVINCIAL SALES TAX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
25. GOODS AND SERVICES TAX (GST) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
26. RESTRICTIONS ON OPEN BURNING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
' 27. REVISIONS TO FORM M-100 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
28. SUPPLY OF MATERIALS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
29. SUBSTANTIAL PERFORMANCE AND CERTIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
30. PAYMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
31. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE
CONTRACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
32. PREVENTION OF DAMAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
' 33• REVISION TO FORM M-100, CLAUSE 106-1, CONTRACTOR'S RESPONSIBILITY FOR
DAMAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
34. REVISION TO FORM M-100, CLAUSE 106-2, LIABILITY INSURANCE . . . . . . . . . . . . . . . . . . 18
' 35. UTILITIES, FENCES AND PRIVATE PROPERTY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
36. REVISION TO OPSS 314.10 - HAUL ROADS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
37. DUST CONTROL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
' 38. TRAFFIC CONTROL, FLAGGING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
39. PROVISIONS FOR TRAFFIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
40. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
41. MAINTENANCE OF TRAFFIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
INDEX- SPECIAL PROVISIONS - GENERAL '
CONTRACT NO. NW93-34 2.
CLAUSE SUBJECT PAGE '
42. EMERGENCY AND MAINTENANCE MEASURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 '
43. ENGINEERING FIELD OFFICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
44. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
45. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES . . . . . . . . 27
46. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS) . . . . . . . . . . . . . . 28 1
47. METRIC CONVERSION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
48. ASPHALT MIX DESIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
49. CONCRETE MIX DESIGNS 28 '
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
50. UNIT CONVERSION OF WEIGHED MATERIALS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
51. APPLICABLE STANDARD SPECIFICATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
52. AMENDMENT TO OPSS 351 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
53. AMENDMENT TO OPSS 502 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 '
54. AMENDMENT TO OPSS 1820; CONCRETE PIPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
55. REVIEW OF SHOP/WORKING DRAWINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
56. TREE PROTECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 ,
57. WORK BY OTHERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
58. SPILLS REPORTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
59. INTERPRETATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
60. DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 ,
61. WORKERS' COMPENSATION BOARD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
62. DELETIONS FROM CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
63. APPROVALS AND PERMITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 '
S
PAGE ONE
' SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
' 1. GENERAL
SEALED Tenders plainly marked "Contract No. NW93-34 will be received until:
2:00 PM, LOCAL TIME, WEDNESDAY, SEPTEMBER 8, 1993
' and shall be addressed to: Mrs. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
40 Temperance Street
' BOWMANVILLE, Ontario. L1C 3A6
2. BLANK FORM OF TENDER
' One copy of the Tender,on the forms provided and in the envelope provided,shall be submitted.
All information requested shall be shown in the tender, in the space provided.
' 3. TENDER DEPOSITS
' All tender proposals shall be accompanied by a certified cheque for an amount as outlined in the
table below, made payable to the Authority, as a guarantee for the execution of the Contract.
' Total Tender Amount Minimum Deposit Required
$20,000.00 or less $ 500.00
20,000.01 to 50,000.00 1,000.00
50,000.01 to 100,000.00 2,000.00
100,000.01 to 250,000.00 9,000.00
250,000.01 to 500,000.00 19,000.00
' 500,000.01 to 1,000,000.00 40,000.00
1,000,000.01 to 2,000,000.00 75,000.00
2,000,000.01 and over 150,000.00
' All tender deposits will be returned to the respective bidders within ten days after the Tenders
have been opened except those of the two low bidders which shall be retained by the Authority
until the successful bidder has executed the Contract documents.
' The tender deposit of the successful bidder will be returned when he has fully complied with the
conditions outlined in the Tender Documents.
4. BONDS
' The Contractor is required to provide a Performance Bond, and a Labour and Material Payment
Bond,each in an amount equal to 100 percent of the Total Tender Amount, including Goods and
Services Tax, to guarantee his faithful performance of this Contract and his fulfilment of all
' obligations in respect of payment for labour and materials used on this work.
SPECIAL PROVISIONS - GENERAL '
CONTRACT NO. NW93-34
2.
Such Bond shall be with a satisfactory Guarantee Surety Company, resident in Canada or '
authorized to carry on business in Canada.
5. RIGHT TO ACCEPT OR REJECT TENDERS
The Authority reserves the right to reject any or all tenders or to accept any tender should it be ,
deemed to be in its best interest to do so.
Tenders which are incomplete, conditional or obscure, or which contain additions not called for, '
erasures, alterations, or irregularities of any kind, may be rejected as informal.
6. UNACCEPTABLE TENDERS '
Each item in the Tender Form shall be a reasonable price for such item. Under no circumstances '
will an unbalanced tender be considered. The Authority and the Engineers will be the sole judge
of such matters, and should any tender be considered to be unbalanced, then it will be rejected
by the Authority.
7. ABILITY AND EXPERIENCE OF BIDDER
The Authority reserves the right to reject the tender of any bidder who does not furnish satisfactory '
evidence of sufficient capital, plant and experience to successfully prosecute and complete the
work in the specified time.
S. EXECUTE CONTRACT
Tenders shall be open for acceptance for a period of 30 days after the closing date. After this time '
the tender may only be accepted with the consent of the successful bidder.
The successful bidder shall execute the Contract Documents and furnish the required bonds within '
10 calendar days of receipt of notification of acceptance of Tender.
The successful bidder shall commence work at the site within 7 calendar days of the official '
commencement date as specified in the written order issued in accordance with Section 107-1 of
the General Conditions.
Failure by the successful bidder to meet the above requirements will entitle the Authority to cancel '
the award of the Contract and to retain the tender deposit as compensation for damages sustained
due to the successful bidder's default. The Authority may then award the Contract to one of the '
other bidders or take such other action as he chooses.
' SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
3.
9. GUARANTEED MAINTENANCE
' The Contractor shall guarantee and maintain the entire work called for under this Contract for a
period of twenty-four (24) months from the date of completion thereof, as shown in the letter of
"Final Acceptance of the Work", as issued by the Authority or the Engineer.
' The Contractor shall make good in a permanent manner, satisfactory to the Authority,any and all
damage or injury to the work both during the construction and during the period of maintenance
as aforesaid. The Contractor shall commence repairs on any work identified as defective under this
clause within 48 hours of receipt of notice form the Authority or the Engineer.
The decision of the Authority and the Engineer shall be final as to the necessity for repairs or for
' any work to be done under this Section.
' 10. LOCATION
The work is located within the Willowbrook Gardens Subdivision located on the north side of
Concession Street approximately 700m east of Liberty Street - specifically on Chance Court,
' Kershaw Street and Flaxman Avenue, Bowmanville.
' 11. SOULS INFORMATION
A foundation investigation has been undertaken on behalf of the Authority and the report and
' other findings will be available for review at the Consultant's office in Whitby. The information
provided is for guidance only and is not guaranteed by the Authority.
Each Tenderer shall visit the site of the work before submitting his Tender and satisfy himself by
' personal examination as to the local conditions to be met with during the construction and
conduct of the work. He shall make his own estimate of the facilities and difficulties to be
encountered including the nature of the subsurface materials and conditions. He is not to claim,
' at any time after submission of this Tender that there was any misunderstanding of the terms and
conditions of the Contract relating to site conditions.
' 12. TENDERERS TO INVESTIGATE
Tenderers must satisfy themselves by personal examination of the site and by such other means
as they may prefer as to the actual conditions and requirements of the work. .
The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are
' commensurate with the nature of the work.
It shall be the Contractor's responsibility to thoroughly inspect the site of the proposed works,
determine the location of any buried or obstructing services and make satisfactory arrangements
' for interference with such service with the proper jurisdictional agency.
SPECIAL PROVISIONS -GENERAL '
CONTRACT NO. NW93-34
4. '
13. INQUIRIES DURING TENDERING
The Bidder is advised that inquiries regarding the interpretation of the plans or specifications,shall '
be directed to the Consultants, G. M. Sernas &Associates Limited, and the following personnel:
Darrell Goudey, P. Eng. (416) 432-7878 - Local '
Dale Dionne, P. Eng. (416) 686-6402 - Toronto
14. AWARD OF THE CONTRACT 1
The award of this Contract is subject to the approval of the Corporation of the Municipality of '
Clarington.
15. DEFINITION OF AUTHORITY AND ENGINEER '
Wherever the word "Authority" or "Corporation" appears in this Contract, it shall be interpreted
as meaning the "Corporation of the Municipality of Clarington'. '
Wherever the word "Ministry", "M.T.C." or "M.T.O." appears, it shall be deemed to mean the
"Ministry of Transportation, Ontario" or the "Corporation of the Municipality of Clarington".
Wherever the word"Engineer"appears in this Contract it shall be deened to mean the Consultants, ,
G. M.Sernas&Associates Limited or such other officers,as may be authorized by the Authority to
act in any particular capacity. '
16. ONTARIO PROVINCIAL STANDARDS
Ontario Provincial Standard Specifications (OPSS) and Ontario Provincial Standard Drawings
(OPSD), form part of this contract.
The text of all OPSS's are contained in the Manual "Ontario Provincial Standard Specifications":
Volume 1 - Construction ,
Volume 2 - Materials
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
' S.
' 17. LIQUIDATED DAMAGES
1. Time
Time shall be the essence of this Contract.
2. Progress of the Work and Time for Completion
The Contractor shall complete this contract in its entirety by Friday, October 29, 1993.
If the time limit above specified is not sufficient to permit completion of the work by the
' Contractor working a normal number of hours each day or week on a single daylight shift
basis, it is expected that additional and/or augmented daylight shifts will be required
throughout the life of the Contract to the extent deemed necessary by the Contractor to
' insure that the work will be completed within the time limit specified. Any additional
costs occasioned by compliance with these provisions will be considered to be included
in the prices bid for the various items of work and no additional compensation will be
allowed therefore.
' If the Contractor is delayed in the completion of the work by reason of;
' (i) any breach of Contract or prevention by the Authority, by any other Contractor
of the Authority or by any employee of any one of them;
(ii) non-delivery of materials supplied by the Authority;
(iii) any cause beyond the reasonable control of the Contractor as substantiated by him
to the satisfaction of the Engineer
' the time of completion shall be extended in writing at any time on such terms and for
such period as shall be determined by the Engineer,and notwithstanding such extension,
' time shall continue to be deemed of the essence of this Contract.
3. Liquidated Damages
' It is agreed by the parties to the Contract that in case all the work called for under the
Contract is not finished or completed by the date of completion specified aforementioned,
or as extended in accordance with Sub-section 107-2 of Form M-100,a loss or damage will
be sustained by the Authority. Since it is and will be impracticable and extremely difficult
to ascertain and determine the actual loss or damage which the Authority will suffer in the
event of and by reason of such delay, the parties hereto agree that the Contractor will pay
to the Authority the sum of FOUR HUNDRED DOLLARS ($400.00) as liquidated damages
for each and every calendar days delay in finishing the work beyond the prescribed
completion date. It is agreed that this amount is an estimate of the actual loss or damage
to the Authority which will accrue during the period in excess of the prescribed date of
' completion.
SPECIAL PROVISIONS - GENERAL ,
CONTRACT NO. NW93-34
G.
The Authority may deduct any amount under this paragraph from any moneys that may
be due or payable to the Contractor on any account whatsoever. The liquidated damages
payable under this paragraph are in addition to and without prejudice to any other
remedy, action or other alternative that may be available to the Authority.
18. THE "CONTRACTOR'S SCHEDULE OF WORK' '
Forthwith upon award of this Contract, the Contractor shall prepare a"Contractor's Schedule of
Work". The Contractor's Schedule of Work will clearly show in weekly stages the proposed '
progress on the main items and subtrades of the Contract and shall indicate where applicable,the
labour,construction crews, plant and equipment to be employed. The Contractor must complete
and remit his schedule to the Engineer within fourteen(14) days of Contract award. The schedule
shall be updated as required by the Engineer during the course of construction. ,
19. LIST OF SUB-CONTRACTORS '
The Contractor agrees to submit a list of any sub-contractors who will be carrying out any part of
this Contract. This list shall show the names of the proposed sub-contractors and for what work
each sub-contractor will be responsible. The Authority has the right to reject any of the sub- '
contractors so named. In this event the Contractor shall arrange to have the proposed work done
by such other sub-contractor as may be approved by the Authority.
The Contractor's attention is drawn to Section 104-9 of Form M-100,"Contractor's Responsibility". ,
Should the Contractor cease operations,under no circumstances shall sub-contractors be allowed
to continue to work on the site unless an authorized representative of the Contractor is present
on the site at all times. The Contractor shall notify the Engineer in writing of the names and
positions of the person or persons so representing the Contractor.
20. FORM M-100
Wherever in this Contract reference is made to Form M-100,or the General Conditions, it shall be ,
interpreted as meaning the General Conditions of the Contractor,Form M-100, revised April 1983.
21. GOVERNMENTAL REQUIREMENTS ,
The Contractor shall obey all Federal,Provincial and Municipal Laws,Acts,Ordinances,Regulations,
Orders-in-Council and By-Lays, which could in any way pertain to the work outlined in the
Contract or to the Employees of the Contractor. Without limiting the generality of the foregoing,
the Contractor shall satisfy all statutory requirements imposed by the Occupational Health and
Safety Act and Regulations made thereunder,on a contractor,a Constructor and/or Employer with '
respect to or arising out of the performance of the Contractor's obligations under this Contract.
' SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
' 7.
' 22. NOTICE TO CONTRACTORS - RE: EMPLOYMENT
' The Contractor and any sub-contractor of the Contractor will, respective of the construction to be
carried out under this Contract,
' (i) employ only residents of Canada, and
(ii) in employing persons,refrain from discriminating against any person by reason of his race,
' religious views or political affiliations.
23. LABOUR CONDITIONS
' General
' This Special Provision is to be read in conjunction with Section 108-7, Payment of Workers,of the
General Conditions of the Contract and is subject to The Industrial Standards Act, The
Employment Standards Act, 1980 and the regulations made thereunder. The wage rates set out
in the Roads and Structures Fair Wage Schedule are subject to change periodically. Any increase
' in costs incurred by a change in the wage rates shall be borne by the Contractor.
Definitions
' For the purposes of this Special Provision,
(a) "regular rate" means,
(i) the hourly rate paid to an employee for their normal non-overtime work week,or;
' (ii) in the case of an employee to whom sub-clause (i) does not apply, the amount
obtained by dividing their total earnings for the week by the number of hours they
worked in the week.
(b) "work on roads" means the preparation, construction, finishing and construction
maintenance of roads, streets, highways and parking lots and includes all work incidental
thereto other than work on structures; and;
(c) "work on structures" means the construction, reconstruction, repair, alteration,
remodelling,renovation or demolition of any bridge,tunnel or retaining wall and includes
the preparation for and the laying of the foundation of any bridge;tunnel or retaining wall
and the installation of equipment and appurtenances incidental thereto;
provided, however, that the Minister of Labour, Ontario may at his/her sole discretion determine
whether any particular work is to be classified as work on roads or as work on structures and such
decision may be made notwithstanding the definitions herein contained.
SPECIAL PROVISIONS -GENERAL '
CONTRACT NO. NW93-34
8.
Hours of Work and Wages
The regular work week for a period employed on work on roads being done under this Contract ,
or any other Contract subject to these or similar labour conditions shall not exceed 55 hours and
all time worked by such person in excess of 55 hours a week shall be overtime except that part
of the hours of work in excess of 55 hours a week which together with the hours worked in the '
preceding week do not exceed 55 hours in that preceding week. But,in no case shall the number
of hours that can be included in the hours of work for that preceding week exceed 22 hours.
The regular work week for a person employed on work on structures being done under this '
Contract or any other Contract subject to these or similar labour conditions shall not exceed 50
hours and all time worked by such person in excess of 50 hours a week shall be overtime except
that part of the hours of work in excess of 50 hours a week which, together with the hours
worked in the preceding week do not exceed 50 hours in that preceding week. But, in no case
shall the number of hours that can be included in the hours of work for that preceding week
exceed 22 hours. '
Every person employed by the Contractor or a sub-contractor or other person to do any part of
the work contemplated by this Contract shall be paid while employed on such work at not less ,
than the wage rate set out in the Roads and Structures Fair Wage Schedule hereunder for the
appropriate classification of such work or not less than such other wage rates as, during the
continuance of the work, are fixed by the Minister of Labour, Ontario, for hours of work that are
not overtime and shall be paid one and one half times his/her regular rate for all hours of work ,
that are overtime.
Notwithstanding that a Contractor pays wages in excess of the wage rates set out in the Roads and '
Structures Fair Wage Schedule hereunder, he shall not, in computing overtime wages payable to
an employee, set off against such overtime wages any part of the wages earned by the employee
in respect of their regular work period.
Where a person is working on more than one Contract that is subject to these conditions,
including any municipal Contract that contains similar labour conditions, the regular work week
and the entitlement to overtime for that person shall be based upon the total hours worked on
all such Contracts and if, on this basis, overtime is worked on this Contract the Contractor shall
pay such person at the overtime rate and no waiver by that person of this entitlement to overtime
wages and no interposition of a third parry by way of an employment agency or as the nominal '
employer of that person shall relieve the Contractor of his/her obligation to pay that person the
overtime wages.
Decision by Minister of Labour '
Where there is no appropriate classification set out in the Roads and Structures Fair Wage Schedule
for any particular class of work, the Minister of Labour, Ontario, may designate or establish the '
appropriate classification and the wage rate.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
9.
' The Contractor, upon receipt of notice of any decision of the Minister of Labour, Ontario, made
under this Contract, shall immediately adjust the wage rates, hours and classification of work so
' as to give the effect to such decision.
Fair Wage Schedule to be Posted
' The Contractor shall post, in accordance with Section 107-9 of the General Conditions of the
Contract, the Roads and Structures Fair Wage Schedule and any amendments thereto.
' Contractor to Keep Records Which are to be Open for Inspection
The Contractor shall keep proper books and records showing the names, trades, addresses and
' hourly wage rates of all workers in his/her employ or employed on this Contract through an
employment agency and the wages paid to and time worked by such workers both at regular wage
rates and at overtime wage rates, and the books or documents containing such records shall be
' open for inspection by officers of the Government at any time it may be expedient to the Minister
of Labour to have the same inspected.
Ministry Requirements Before Payments Made to Contractor
The Contractor shall from time to time upon request furnish the Ministry with such detailed
information and evidence as may be required in order to establish that these labour conditions
t have been complied with not only by him/her but by any sub-contractor or other person doing any
part of the work contemplated by the Contract.
ROADS AND STRUCTURES FAIR WAGE SCHEDULE
PROVINCIAL ZONE
ROAD BUILDING SECTION
CLASSIFICATIONS RATES PER HOUR
June 15, 1988
Licensed Operators $11.47
Licensed Mechanics and Welders, Class "A" 10.77
Equipment and Maintenance Operators, Group "A" 10.65
' Equipment and Maintenance Operators, Group "B" 10.12
Skilled Labourers 9.70
Truck Drivers - Tow Tractor Operators - Rollermen (Grade) 9.52
Labourers 9.28
Flagperson 7.80
Watchperson 7.80
' Students 7.50
SPECIAL PROVISIONS -GENERAL '
CONTRACT NO. NW93-34
10.
STRUCTURE SECTION '
Carpenters, Form Builders 11.47
Rodmen, Concrete Finishers, Painters 10.53
Structure Labour Operations 9.41 '
Structural Trainees 9.52
Classification Definitions: '
Licensed Operators - Includes Shovel, Clam, Gradall, Backhoe, Dragline, Piledriver, Operator.
Equipment and Maintenance Operators, Group "A" - Includes Mechanic and Welder, Class "B"' '
Rollerman-Asphalt, Burnerman, Powderman, Boiler Engineer (with papers), Float Driver (over 25
tons), Concrete Paver (over 1 cu. yd.), Bulldozer (75 Drawbar H.P. and over), Grader Class "A"
(Finished Grading), Front End Loader (11/2 yds. and over), Scraper, Crusher, Asphalt Spreader '
Operator.
Equipment and Maintenance Operators, Group "B" - Includes Boiler Fireman, Mixerman, Float '
Driver(25 tons and under),Front End Loader(under 1t/z yds.),Grader Class"B" (Gravel and other
Grading),Farm and Industrial Tractor with Power attachments,Driller(Air track),Bulldozer(under
75 Drawbar H.P.) Operator.
Skilled Labourers-Includes Air Tool Operator,Asphalt Raker, Form Setter,Pipe Layer,Screedman.
Structure Labour Operations - Includes Labourers on Structures. '
Structural Trainee-Means an employee who is enrolled in the Ontario Road Builder's Association
Pilot Training Program. '
Off Site Work
The Labour Conditions are intended for application primarily to work on the Contract site. Work '
that is carried out on sites that are not in the immediate vicinity of the Contract site or that are not
used exclusively for the purposes of Contracts including Municipal Contracts, containing similar
labour conditions will not be subject to the Labour Conditions. '
Training Period for Equipment Operators
(a) Employees, other than students, learning to operate equipment are classified as '
"Apprentice Equipment Operators", during,
(i) their first three months operating equipment which does not require a licensed '
operator; or
(H) their first 18 months operating equipment which requires a licensed operator.
SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
' 11.
' (b) The wages for apprentice equipment operators are as follows:
' Windsor Zone The wage rate for Cement Improver
Hamilton Zone The wage rate for Asphalt Raker
Toronto Zone The wage rate for Asphalt Raker
' Ottawa Zone The wage rate for Skilled Labourer
Provincial Zone The wage rate for Skilled Labourer
' Pile Driver
Employees other than an operator are to be classified as "Pile Driver Men"and shall be entitled to
the wage rate for "Labourer" - Structure Section.
' Servicing of Equipment by Operator "On Site"
The Operator shall be entitled to his/her wage rate for the work in accordance with the terms of
the "Special Provisions - Labour Conditions".
Travelling Time
' Travelling time will not be subject to the Fair Wage Schedule. The hours and wages or monies
paid for travelling time are to be deleted from the wage record of an employee in computing
' his/her wage entitlement.
Gravel and Chip Spreader - Provincial Zone
' Employees engaged in this classification of work shall be paid the wage rate of Equipment and
Maintenance Operator, Group "B".
' Room and Board Allowance
The amount of room and board allowance will be negotiated between the employer and employee
' but in no case will the net amount of wages due to an employee be less than such wages an
employee in General Construction work would receive at the minimum wage of$5.40 per hour
and overtime at one and one-half times that rate for hours worked in excess of 44 hours a week
and the maximum deduction for Room and Board of$51.00 per week as required by Regulation
' under the Employment Standards Act.
Farm or Industrial Tractors with Attachments
The attachment must be power operated and be an integral part of the tractor.
' Wage Rates for Students
(a) Students employed as FLAGPERSONS or WATCHPERSONS shall be entitled to the wage
rate for these classifications.
SPECIAL PROVISIONS -GENERAL '
CONTRACT NO.NW93-34
12.
(b) Students performing work in positions that are classified in the Fair Wage Schedule,other '
than FLAGPERSONS or WATCHPERSONS, shall be entitled to receive the student rate,
notwithstanding the rate set out in the Schedule for the classification applicable to the
work.
(c) Students employed for more than three months in a classified position shall then be
entitled to the wage rate for that classification. ,
(d) Students performing work in positions that are not classified in the Fair Wage Schedule
shall be entitled to receive the student rate, regardless of the location of the Contract.
24. PROVINCIAL SALES TAX
Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this ,
Contract.
2 GOODS AND SERVICES TAX(GS T)
5 ( '�
The Tenderer shall NOT include any amount in his tender unit prices for the Goods and Services ,
Tax. The GST will be shown on each payment certificate and will be paid to the Contractor in
addition to the amount certified for payment and will therefore not affect the Contract unit prices.
26. RESTRICTIONS ON OPEN BURNING
No open burning will be allowed on this Contract. ,
27. REVISIONS TO FORM M-100 '
Lines and Grades:
The following clause shall override the related clause as contained in the General Conditions of ,
Contract, 104-7 "Lines and Grades".
All general layout required by the Contractor for the purposes of this construction, shall be done '
by the Consultant,however,the Contractor,at the Contractor's expense shall provide such masts,
scaffolds, batter boards, slope stakes, straight edges, templates and other devices as may be
necessary to facilitate laying out, inspecting and constructing the work. '
SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
' 13.
Payment for Extra Work:
' Sub-section 108-4 "Payment for Extra Work" of Form M-100 (April 1983) is amended as herein
provided.
' The following three paragraphs are to be added following the eighth paragraph on Page 22.
Road Work means the preparation, construction, finishing and maintenance of roads, streets,
' highways and parking lots and includes all work incidental thereto other than work on structures.
"Structure Work"means the construction,reconstruction,repair,alteration,remodelling,renovation
or demolition of any bridge,building,tunnel or retaining wall and includes the preparation for and
' the laying of the foundation of any bridge, building, tunnel or retaining wall and the installation
of equipment and appurtenances incidental thereto.
' Payments in respect of payroll burden, exclusive of costs where incurred for board, lodging and
similar items, will be made at the rates current at the time the Extra Work is performed. The
following rates are currently effective:
' (i) Road work - 26 percent of wages and salary
(ii) Structure work- 30 percent of wages and salary
fMajor Item
'
Sub-section 101-6 of Form M-100 is deleted and replaced by the following:
Major Item, means any individually bid tender item that has a value,calculated on the basis of its
actual or estimated tender quantity whichever is the larger, multiplied by its tender unit price,
' which is equal to or greater than the lesser of:
(a) $100,000.00
' or
(b) 5% of the total tender value calculated on the basis of the total of
all the estimated tender quantities and the tender unit prices.
' Extra Work
Sub-section 108-4 "Extra Work Payment"of Form M-100 is amended by deleting the first sentence
of the fifth last paragraph and replacing it with the following:
Where the Contractor arranges for extra work to be carried out by others and has received
approval prior to the commencement of the work, the Authority will pay the Contractor 120% of
the first $1,000, 115%of the portion from$1,000 to $5,000, and 105%of the portion in excess of
$5,000 of the compensation as herein provided.
SPECIAL PROVISIONS -GENERAL '
CONTRACT NO. NW93-34
14.
Changes to Government Taxes
Section 108-9 of Form M-100 is deleted in its entirety, and is replaced by the following: '
108-9 Fuel and Sales Taxes:
The Contractor shall pay all taxes under existing legislation on all fuels and materials used by him '
in the performance of the Contract.
Where a change in Canadian Federal or Provincial taxes occurs after the Tender Closing Date for ,
this Contract,and this change could not have been anticipated at the time of bidding,the Authority
will increase or decrease Contract payments to account for the exact amount of tax change ,
involved.
Claims for compensation for additional tax cost shall be submitted by the Contractor to the
Engineer on forms provided to the Contractor. Such claims for additional tax costs shall be ,
submitted not later than 30 days after the date of acceptance of the work.
Where the Contractor benefits form a change in Canadian Federal or Provincial Government taxes, ,
the Contractor shall submit to the Engineer, on forms provided by the Engineer, a statement of
such benefits. This statement shall be submitted not later than 30 days after the date of
acceptance of the work.
The Engineer reserves the right to make deductions from regular progress payments to compensate ,
for the estimated benefit from decreased tax costs. Such deductions will be set-off from Contract
payments pending receipt of the statement itemizing the benefits which have resulted form a
decrease in tax costs at which time the final payment adjustment will be determined.
28. SUPPLY OF MATERIALS '
All materials necessary for the proper completion of the work shall be supplied by the Contractor,
except as specifically noted,and the payment provided in the Contract shall be deemed to include '
full compensation for the supply of such materials.
29. SUBSTANTIAL PERFORMANCE AND CERTIFICATION ,
The work is substantially performed,
(a) when the Work to be performed under the Contract or a substantial part thereof is ready '
for use or is being used for the purpose intended; and
(b) when the Work to be performed under the Contract is capable of completion or, where '
there is a known defect, correction, at a cost of not more than:
(i) 3% of the first $500,000 of the Contract price, i
(ii) 2% of the next $500,000 of the Contract price, and
(iii) 1% of the balance of the Contract price. ,
' SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
' 15.
For the purposes of this Contract where the Work or a substantial part thereof is ready for use or
is being used for the purposes intended and the remainder of the Work cannot be completed
expeditiously for reasons beyond the control of the Contractor or, where the Authority and the
Contractor agree not to complete the Work expeditiously, the prices of the services or materials
remaining to be supplied and required to complete the Work shall be deducted from the Contract
price in determining substantial performance.
' Substantial Performance - Certification
Upon application by the Contractor and where the Contract has been substantially performed,the
' Engineer will issue a Certificate of Substantial Performance.
The Engineer will set out in the Certificate of Substantial Performance the date on which the
' Contract was substantially performed and within 7 days after signing the said certificate the
Engineer will provide a copy to the Contractor.
' Upon receipt of a copy of the Certificate of Substantial Performance,the Contractor shall forthwith,
as required by Section 32(1) Paragraph 5 of the Construction Lien Act, publish a copy of the
certificate in a construction trade newspaper. Such publication shall include placement in the
Daily Commercial News.
tWhere the Contractor fails to publish a copy of the Certificate of Substantial Performance as
required above within 7 days after receiving a copy of the certificate signed by the Engineer, the
' Authority may publish a copy of the certificate at the Contractor's expense.
Except as otherwise provided for in Section 31 of the Construction Lien Act,the 45-day lien period
prior to reduction of holdback as referred to elsewhere in this Contract under "Payments", shall
commence from the date of publication of the Certificate of Substantial Performance as provided
for above.
' 30. PAYMENTS
Except as herein provided,payments under this Contract shall be made in accordance with Section
' 108-3 of the General Conditions, Form M-100.
Paragraph 2 of Section 108-3 of the General Conditions, Form M-100 is ammended such that net
' payment will be made within thirty(30) days following the date of certification as identified on the
Payment Certificate.
' Where substantial performance has been certified as elsewhere provided, the statutory holdback
otherwise retained at 10% of the value of work performed,shall, upon expiry of 45 days form the
date of publication of substantial performance, be reduced to 21/z%.
' Where substantial performance has not been certified but the work has been fully completed and
accepted by the Authority, holdback shall be retained at 10% until expiry of 45 days from the
aforesaid date of acceptance, following which it shall be reduced to 21/z%.
SPECIAL PROVISIONS -GENERAL '
CONTRACT NO. NW93-34
Final payment shall be made, including full holdback release,within three months from the date '
of acceptance of the completed, work, subject to provision of the following:
(i) A declaration sworn before a Commissioner,justice of the Peace, etc., shall be provided '
by the Contractor stating that all debts contracted during the performance and in
conjunction with this Contract have been discharged whether such debts were contracted
by the Contractor or his employees. Such declaration shall be provided on the form to '
be supplied by the Authority.
(ii) A certificate from the Workers Compensation Board shall be provided indicating that all '
payments by the Contractor to the Board, in conjunction with this Contract have been
made and that the Authority will not be liable to the Board for future payments in
connection with this contract. ,
(iii) Two copies of a form of release signed by each property owner, upon whose land the
Contractor has entered for any purpose in conjunction with the Contract, shall be
provided by the Contractor, as described elsewhere in the Special Provisions - General. '
(iv) A statement defining the status of all damage or other claims received by the Contractor,
resulting from the work. '
The Contractor is advised that notwithstanding the conditions of this Clause,the Authority
reserves the right to restrict payment for work carried out in 1993 subject to availability
of funds. 1
SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
1 17.
31. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE CONTRACTOR
Upon completion of the Contract, the Contractor shall provide the Authority with two (2) copies
of a form of release signed by each property owner, upon whose land he has entered for any
' purpose in conjunction with the Contract, as follows:
' Date........................
To: Mr. W.A. Evans, P.Eng.
Director, Public Works Department
' Corporation of the Municipality of Clarington
40 Temperance Street
BOWMANVILLE, Ontario. L1C 3A6.
' Re: Contract No. NW93-34
Dear Sir:
I hereby certify that
(Name of Contractor)
' have fulfilled the terms of our agreement and have left my property in a satisfactory condition.
I have accepted their final payment and release
' (Name of Contractor)
and the Corporation of the Municipality of Clarington from further obligations.
Yours very truly,
........................
Signature
Property Owner's Name................................Lot.........Concession..........
Municipality of......................................
(Please complete above in printing)
Final payment will not be released to the Contractor until all the applicable forms of release have
' been signed by the property owners and received by the Authority.
SPECIAL PROVISIONS - GENERAL ,
CONTRACT NO. NW93-34
18.
32. PREVENTION OF DAMAGE ,
The failure of the Engineer to order necessary precautionary measures, protective work or any
other requirements shall not relieve the Contractor of the responsibility for the prevention of '
damage to the project, buildings, or other surface or sub-surface structures, or for accidents to
persons,whether employed on the project or not,which might result from such failure to install,
place or use such precautionary measures, protective work or other requirements. Furthermore, '
the fact that the Engineer does order precautionary measures, protective work or other
requirements shall not relieve the Contractor form any of his responsibilities under this Contract.
'
33• REVISION TO FORM M-100,CLAUSE 106-1,CONTRACTOR'S RESPONSIBILITY FOR DAMAG E
The Contractor shall indemnify and save harmless the Consultants, G. M. Sernas & Associates ,
Limited, in the same manner and to the same extent as required by Clause 106-1 and 106-2 of
Form M-100 for the Authority, from and against all claims, demands, loss, costs, damages, etc., as
specified. '
The Contractor shall name the Authority and the Consultants, G. M. Sernas &Associates Limited,
as additional insureds.
1
34. REVISION TO FORM M-100, CLAUSE 106-2, LIABILITY INSURANCE
Section 106-2 of the General Conditions,Form M-100,is hereby revised,in that the Contractor will ,
be required to provide public liability and property damage insurance in respect of any one
accident, to the limit of at least $3,000,000.
35. UTILITIES, FENCES AND PRIVATE PROPERTY
The Contractor shall be responsible for the protection of all utilities, fences and private property
at the job site during the time of construction.
The Authority will be responsible for the relocation of utilities where required. However, no '
claims will be considered which are based on delays or inconvenience resulting from the relocation
not being completed before the start of this Contract.
The location and depth of underground utilities shown on the Contract drawings, are based on t
the investigations made by the Authority. It is, however, the Contractor's responsibility to contact
the appropriate agencies for further information in regard to the exact location of all utilities, to '
exercise the necessary care in construction operations and to take such other precautions as are
necessary to safeguard the utilities from damage.
The attention of the bidders is drawn to the presence of existing above ground and underground '
plant adjacent to and/or on this Contract. Information on the protection thereof,may be obtained
from the Consultant or from the Utility Firms concerned.
' SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
' 19.
6. REVISION TO OPSS 14.10 -HAUL ROADS
3 3
' OPSS 314.10 is revised by the addition of the following:
When so required by the Engineer, payment for maintenance and restoration of haul roads will be
' made for the materials provided and the work performed as specified, at tender prices, or at
negotiated prices.
37. DUST CONTROL
In accordance with subsection 106-1 of Form M-100 the Contractor shall take such steps as may
' be required to prevent dust nuisance resulting from his operations either within the right-of-way
or elsewhere or by public traffic where it is the Contractor's responsibility to maintain a roadway
through the work.
Where the work requires the sawing of asphalt or the sawing or grinding of concrete, blades and
grinders of the wet type shall be used together with sufficient water to prevent the incidence of
dust,wherever dust would affect traffic.or wherever dust would be a nuisance to residents of the
' area where the work is being carried out.
The cost of all such preventative measures shall be borne by the Contractor except however where
water or calcium chloride is used to reduce the dust caused by traffic on a roadway which it is the
Contractor's responsibility to maintain for public traffic, the cost of such quantities of water and
calcium chloride as are authorized by the Engineer to restrict dust to acceptable levels, shall be
paid for by the Authority at the contract prices for Application of Water or Application of Calcium
Chloride.
' 38. TRAFFIC CONTROL, FLAGGING
Flagging for traffic control on this Contract shall be in conformance with the procedure outlined
in the pamphlet entitled "Correct Methods for Traffic Control" issued by the Construction Safety
Associations of Ontario. Copies of this pamphlet may be obtained from the Engineer in charge of
the Contract or by request from the Ministry of Transportation and Communications' District
Office.
' Each flagman shall, while controlling traffic, wear the following:
(i) an approved fluorescent blaze orange or fluorescent red safety vest, or
(ii) an approved fluorescent blaze orange or fluorescent red armband on each arm, and an
(iii) approved fluorescent blaze orange or fluorescent red hat.
SPECIAL PROVISIONS -GENERAL '
CONTRACT NO. NW93-34
20.
39. PROVISIONS FOR TRAFFIC
Construction and Removal of Detours '
Where the Contractor wishes to construct at specific locations, detours where none are called for
in the Contract, and if the Engineer approves the construction of such detours, the construction, '
and if required,the subsequent removal,will be carried out at the Contractor's expense. Removal
will be carried out as directed and at the discretion of the Engineer and shall consist of the
disposal, levelling and trimming of the excavated material and such restorative measures as may '
be required. Such detours shall be constructed with granular base courses consisting of minimum
depths of 150mm of granular base and 150mm of Granular 'A' compacted to dry densities of 100
percent of the maximum dry densities. Where detours are not called for in the Contract, a
reduction in the width or in the number of traffic lanes will be permitted only when specified in
the Contract documents or when in the opinion of the Engineer, no danger or inconvenience to
the travelling public will result from such reduction.
Maintenance of Road Throughout the Work '
When in accordance with Section 106-4 of Form M-100 it is the Contractor's responsibility to
maintain a road through the work, the Contractor shall supply at his expense, all labour, ,
equipment and material to maintain the road in a satisfactory condition,except that when required
for normal maintenance purposes the supply,and placing of Granular 'A', calcium chloride,
bituminous patching materials and guide rail replacement, will be paid for at the appropriate
tender unit prices. Where the Contractor has constructed detours which are not called for in the
Contract and where labour,equipment and material are required to effect repairs to such detours
due to failure of the roadbed,such work will not be considered as normal maintenance but as part
of the cost of construction, and all such work will be at the Contractor's expense.
40. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS
In accordance with Section 106-3 of the General Conditions, the Contractor is responsible for the
supply,erection, maintenance and subsequent removal of all temporary traffic controls, including '
signs, lights, barricades, delineators, cones, etc., required on the work.
Traffic controls shall be provided in general accordance with the latest edition of the M.T.C.
"Manual of Uniform Traffic Control Devices", Division 5. '
41. MAINTENANCE OF TRAFFIC '
The Contractor shall at all times maintain the roadway surface within the contract limits in a
condition satisfactory to the Engineer and such that any emergency vehicles may have immediate '
access to any building located within the limits for this contract. The Contractor shall be
responsible for all signing at the contract limits and within the contract limits. The Contractor
shall ensure the signing is properly maintained while in use. It shall be the Contractor's '
responsibility to directly notify Police, Fire and Ambulance services of road closures at least 24
hours in advance of such closures and to notify these same authorities when such closures are no
longer in effect. '
1
' SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
21.
It is the Contractor's responsibility to advertise all road closures in local newspapers a minimum
of one week in advance of such closure. The newspaper advertisement shall indicate the date of
closing of the roadway and the length of time for which the road will be closed. This advertising
is in addition to the notification required for Police, Fire and Ambulance as indicated above.
' The Contractor is responsible for all signing on Concession Street and Mearns Avenue and the
internal subdivision roads as required to complete the works.
42. EMERGENCY AND MAINTENANCE MEASURES
1 Whenever the construction site is unattended by the general superintendent, the name, address
and telephone number of a responsible official of the contracting firm, shall be given to the
Engineer. This official shall be available at all times and have the necessary authority to mobilize
' workmen and machinery and to take any action as directed by the Engineer in case emergency or
maintenance measures are required regardless whether the emergency or requirement for
maintenance was caused by the Contractor's negligence, act of God, or any cause whatsoever.
Should the Contractor be unable to carry out immediate remedial measures required,the Authority
will carry out the necessary repairs, the costs for which shall be charged to the Contractor.
' 43. ENGINEERING FIELD OFFICE
The Contractor shall,at no additional expense to the Authority,supply an office for the exclusive
use of the Engineer. This office shall be located as directed by the Engineer,but in no case shall
be more than one-half kilometre from the Contract limit.
The Engineer's office shall have a minimum of 17m2 of floor area,with a clear ceiling height of not
less than 2.3m, weatherproof, insulated walls and roof and a tight wooden floor raised at least
0.3m clear of the ground. The office shall be fitted with a minimum of two glazed windows, both
' of which can be opened and are fitted with screens. The door shall have a reliable lock, all keys
for which shall be in the care of the Engineer. The Contractor shall supply electric light,heat and
telephone service when required, to the Engineer's satisfaction and shall furnish the office with
a minimum of one desk, one drafting table, two chairs, two drafting stools,one filing cabinet and
a broom.
SPECIAL PROVISIONS -GENERAL ,
CONTRACT NO. NW93-34
22.
Where the Contractor elects to supply a combination office for the use of the Engineer and his
own staff,the minimum requirements for the Engineer's accommodation as outlined shall be met.
In addition,separate outside access for each office shall be provided and the Engineer's office shall
be partitioned off from that of the Contractor,on the inside. Any inside connecting door between
the two offices shall be fitted with a lock or closer on the Engineer's side.
Where the field office is situated remote from a built-up area and where alternate toilet facilities '
are not available, the Contractor shall also supply an acceptable chemical or equivalent dry toilet,
in a location convenient to the Engineer's office.
The field office and other facilities shall be provided at the site within 14 days of the Date of
Notification to Commence Work or on the date of the Contractor's actual commencement of work,
whichever date occurs first, and shall remain at the site, if the Engineer so requires, for a period
of up to two months after the completed work is accepted by the Authority.
44. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL '
(1) Scoge
This special provision defines the requirements for management and disposal of excess aggregate, '
rock, earth, swamp material, bituminous pavement, portland cement concrete, masonry,
manufactured wood materials, natural wood materials, debris from open burning, and fabricated
metal and plastic products.
(2) Definitions
Bituminous pavement: means any combination of asphaltic material and aggregate.
Construction area: means the road allowance,right-of-way,and property with a boundary common ,
to the road allowance or right-of-way within the Contract limits.
Disposable fill: means excess material that is not disposed of at a certified disposal site,and that
is disposed of as fill, other than in embankments.
Earth: means earth as defined in OPSS 206, excluding any material not classified as soil.
Excess material: means aggregate, rock, earth, swamp material, bituminous pavement, portland
cement concrete, masonry, manufactured wood materials, natural wood materials, debris from
open burning, and fabricated metal and plastic products that result from construction specified in
the Contract and for which neither disposal nor use is elsewhere directed in the Contract.
Fabricated metal and plastic products: means metal and plastic products such as culverts, fence ,
materials, and guide rails, but does not include containers, other packaging materials, storage
tanks,septic tanks,and ancillary equipment associated with sanitary sewage systems,septic systems,
and fuel/lubricant dispensing and storage systems.
r
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
23.
Manufactured wood: means wood that is not entirely natural wood.
Masonry: means clay brick and associated mortar.
Natural wood: means stumps, trunks, branches, and debris from tree and shrub removal, and
wood products that are not treated, coated or glued.
Portland cement concrete: means concrete produced with portland cement,and includes concrete
1 mixtures with portland cement,blended hydraulic cement,supplementary cement materials,spent
debris and silica and abrasive blasting media from abrasive cleaning of concrete and reinforcing
steel, and can include embedded steel.
Re-use: means utilization, processing or re-processing of excess material into a construction
material or other useful product,and disposal by these means,and includes stockpiling for re-use.
Rock: means rock as defined in OPSS 206.
Swamp material: means swamp material as defined in OPSS 209, excluding any material not
' classified as muskeg.
Waste: means excess material that is not managed by re-use, open burning, or as disposable fill.
(3) Submission and Notification Requirements
3.1 Notification of Site Selection and Property Owner Release
For purposes of this special provision, the fourth paragraph of Form 106-1 is deleted and is
replaced by the following:
Written permission shall be obtained from the Owner of property that is not owned by the
Authority or designated for use in this Contract, prior to its use for any of the following:
(a) Stockpiling for re-use.
(b) Stockpiling for disposable fill.
1 (c) Management as disposable fill.
A copy of this permission shall be provided to the Engineer a minimum of two weeks prior to
commencement of such work.
Upon completion of such work, a copy of a Property Owner's Release as set out elsewhere in the
Contract shall be supplied to the Engineer.
SPECIAL PROVISIONS -GENERAL ,
CONTRACT NO. NW93-34
24.
3.2 Notification to Ministry of the Environment
Prior to commencement,written notification of the location(s) of the following shall be provided ,
to the Ministry of the Environment (MOE):
(a) Management of bituminous pavement and portland cement concrete as disposable fill '
outside the road allowance, right-of-way, or other Authority property, and
(b) Open burning.
In the event that MOE has concerns with the above location(s), further notification shall be
provided until MOE concerns are addressed.
The MOE Office to be notified is located at: 7 Overlea Boulevard, Toronto, Ontario. M4H 1A8. ,
A copy of the notification shall be provided to the Engineer a minimum of two weeks prior to the
commencement of such work.
3.3 Submission of Certificate of Approval
Where Section 4.5 of this special provision requires a Certificate of Approval for a Waste '
Management System, a copy of the Certificate shall be supplied to the Engineer prior to
transporting excess material from the construction area.
(4) Conditions for Management of Excess Material
4.1 General i
Except as otherwise specified in the Contract, excess material shall be managed by one or a
combination of the following:
(a) Re-use.
(b) Disposable fill '
(c) Open burning.
(d) Disposal as waste.
It is the Contractor's responsibility to obtain any approvals and agreements, either directly or in
response to notification as specified in Section 3 above, that are required to implement the
Contractor's strategy for the management of excess material.
4.2 Conditions on Management by Re-use
Management by re-use for incorporation into the work shall be as permitted in the Contract.
Management by re-use shall otherwise be outside the road allowance or right-of-way. ,
' SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
25.
Management by re-use for both incorporation into the work and other re-use shall be subject to
the following conditions:
Except where used in base, sub-base, shouldering material or recycled hot mix, excess
material consisting of bituminous pavement that is managed by re-use shall be placed;
' (a) A minimum of 30m from bodies of water and watercourses,excluding ditches with
"V" bottoms;
(b) A minimum of 100m from any water wells.
Except for cutting for construction purposes, excess material consisting of manufactured
wood shall not be reprocessed or further processed.
4.3 Conditions on Management as Disposable Fill
1 Management as disposable fill within the road allowance, right-of-way, and on other property
designated in the Contract shall be specified in the Contract.
Management as disposable fill shall otherwise be outside the road allowance or right-of-way and
shall be subject to the following conditions:
Swamp material,bituminous pavement,portland cement concrete,masonry,natural wood,
and debris from open burning that are managed as disposable fill shall be placed:
(a) A minimum of 30m from bodies of water and watercourses,excluding ditches with
"V" bottoms.
(b) A minimum of 100m from any water wells.
(c) A minimum of 100m from individual dwellings and a minimum of 460m from
residential development, and
(d) A minimum of 2m above the level of the groundwater.
Bituminous pavement,portland cement concrete,masonry,natural wood,and debris from
open burning, that are managed as disposable fill shall be covered by a minimum of
100mm of earth or topsoil.
4.4 Conditions on Management by Open Burning
Management by open burning shall be subject to the following conditions:
Open burning shall be limited to natural wood, confined to daylight hours, and tended
at all times.
Open fires shall be located within the construction area only, no closer than 150m to any
dwelling, and shall be conducted in a manner that prevents odour, excessive smoke, or
other material discomfort to nearby recipients, and prevents any decrease in visibility on
any highway.
SPECIAL PROVISIONS - GENERAL ,
CONTRACT NO. NW93-34
26.
Open fires shall not be started on days of adverse weather such as rain, fog, or other
conditions that prevent the ready dispersion of smoke. During the fire season this
condition may be exempted in the fire zone,provided there are no dwellings within 600m.
Debris from open fires shall be managed in compliance with Section 4.3, or Section 4.5
of this special provision.
4.5 Conditions on Management by Disposal of Waste
Waste shall be managed as non-hazardous solid industrial waste or commercial waste.
Management by disposal as waste shall be subject to the following conditions: ,
Waste shall be transported from the construction site to a site that has a Certificate of
Approval for a Waste Disposal Site that is valid for non-hazardous solid industrial or
commercial waste.
Waste may be transported by a hauler who is engaged in other work on the Contract, '
without a Certificate of approval for a Waste Management System, provided the waste is
transported from the work area directly to the disposal site.
Waste shall otherwise be transported by a hauler with a Certificate of Approval for a Waste
Management System that is valid for the following:
(a) The entire period of the work.
(b) The entire area within the limits of the work and the entire haul route.
(c) The equipment to be utilized; and
(d) Non-hazardous solid industrial or commercial waste.
(5) Basis of Payment
Payment for the management and disposal of excess material shall be deemed to be included in
the tender items requiring such management and disposal, and shall include all costs associated
with acquiring approvals, releases and agreements.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
' 27.
45. OCCUPATIONAL HEALTH AND SAFETY ACT 1991- DESIGNATED SUBSTANCES
In accordance with the requirements of Section 18a(i) of the Occupation Health and Safety Act,
the Authority has determined that no designated substances as listed hereunder are present on the
' site and within the limits of this Contract.
Designated Substance Identified on This Site Location
Acrylonitrile
Arsenic
Asbestos
' Benzene
Coke Oven Emissions
Ethylene Oxide
Isocynates
Lead
Mercury
Silica
Vinyl Chloride
It is the responsibility of the Contractor to ensure that all sub-contractors performing work under
this Contract have received a copy of this specification,where Designated Substances are identified
as being present at the site of the work.
The Contractor shall comply with the governing Ministry of Labour Regulations respecting protection
of workers, removal, handling and disposition of the Designated Substances encountered on this
Contract.
' Prior to commencement of this work,the Contractor shall provide written notification to the Ministry
of the Environment at 7 Overlea Boulevard, Toronto, Ontario,M4H IA8 of the location(s) proposed
for disposal of Designated Substances. A copy of the notification shall be provided to the Engineer
a minimum of two weeks in advance of work starting.
i In the event that the Ministry of Environment has concerns with any proposed disposal location,
further notification shall be provided until the Ministry of the Environment's concerns have been
1 addressed.
All costs associated with the removal and disposition of Designated Substances herein identified,shall
be deemed to be included in the appropriate tender items.
Should a Designated Substance not herein identified be encountered in the work,then management
of such substance shall be treated as Extra Work.
SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
28.
e
46. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM MIS
Reporting
Prior to the commencement of work the Contractor shall provide, to the Engineer, a list of those
products controlled under WHMIS which he expects to use on this Contract. Related Material Safety ,
Data Sheets shall accompany the submission. All containers used in the application of products
controlled under WHMIS shall be labelled.
The Contractor shall notify the Engineer of changes to the list in writing and provide the relevant
Material Safety Data Sheets.
47. METRIC CONVERSION
1. The Contractor shall be responsible for all conversion of dimensions from Metric units to
Imperial units not provided herein or on the drawings. All such conversions shall be
approved by the Engineer; however, such approval does not relieve the Contractor of his
responsibility for the correctness of the conversions.
2. This matter shall be discussed by the Contractor and the Engineer prior to the beginning of
any work on the site.
48. ASPHALT MIX DESIGNS
The Contractor shall be responsible for the provision of current mix designs for all hot mix asphalt
required for the work, or for having the necessary mix designs prepared by a certified laboratory.
The mix designs proposed for use by the Contractor shall be submitted in writing to the Engineer
for his approval and no work shall commence until the design mixes are approved.
All costs associated with the provision of approved mix designs shall be borne by the Contractor.
Steel slag and blast furnace slag coarse and fine aggregates shall not be used in any hot mix required
for this Contract.
49. CONCRETE MIX DESIGNS
The Contractor shall be responsible for the concrete mix design except for low slump concrete
overlays and latex modified concrete overlays which the Authority will design, and for providing
concrete or the specified properties. Concrete shall conform to the requirements of OPSS 1350
except as noted below:
' SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
29.
(1) Sub-section 1350.07.07.01 is deleted and replaced by the following:
1350.07.07.01 Contractor Designed Mix
Mix proportions shall be selected in accordance with A.C.I. Standard 211.8-81 "Standard
Practice for Selecting Proportions for Normal, Heavyweight and Mass Concretes" and the
requirements of this special provision.
1 The values given in Table 5.3.6 of the A.C.I. standard for the determination of the volume of
coarse aggregate in the concrete mix shall be increased by not less than 10 percent except
where the concrete is deposited using a pump.
' At least three weeks prior to the placement of concrete the Contractor shall submit to the
Engineer a statement indicating the source of coarse and fine aggregate to be used in the
concrete work.
' The mix proportions and the required test data,for each class of concrete,shall be submitted
to the Engineer at least seven days prior to the placement of concrete. They shall be
' submitted in the standard Form PH-CC-433 under the headings (A) and (B).
(A) Contractor Designed Concrete Mix
Mix Proportions shall be expressed as follows:
i) Portland Cement - Type, Source and Content in
kilograms per cubic metre of concrete.
ii) Cementitious - Percent Slag, Source and Content
Hydraulic Slag in Kilograms per cubic metre of concrete.
iii) Coarse Aggregate - Nominal maximum size, Relative Density (Dry) Source.
Content in kilograms per cubic metre of concrete and Dry
Rodded Density in kilograms per cubic metre of concrete.
iv) Fine Aggregate - Fineness Modulus, Relative Density (Dry), Source and
1 Content in kilograms per cubic metre of concrete.
v) Water - Content in kilograms per cubic metre of concrete.
' vi) Chemical - Source, Type and Dosage per 100
Admixture Kilograms cement
' vii) Air Entraining- Source and Type
Admixture
' Mix proportions shall be based on an aggregate in an oven dry condition.
SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
30.
(B) Strength Test Data
The Contractor shall produce the following information with regard to the mix design. The
information shall consist of test data from a laboratory or field mix batch or concrete, or a
summary of test data from previous work using similar concrete mix proportions, as follows.
i) Laboratory or Field Mixed Batch of Concrete
The test data shall include compressive strength tests consisting of at least one set of
standard cylinders tested at 7 days,and 1 set of standard cylinders tested at 28 days. For
mixes with cementitious hydraulic slag, the compressive strength tests shall also include
one set of standard cylinders tested at 3 days. The air content, temperature and slump
of the samples of concrete used to fabricate the test cylinders shall be stated.
Note: The intent of the laboratory or field mixed batch of concrete is to indicate the ,
ability of the proposed mix proportions to produce concrete of the required properties.
ii) Summary of Test Data t
The test data shall include at least ten consecutive 28 day strength tests from previous
work. The data shall report individual strength tests and the average of all groups of ,
three consecutive strength tests. The air content and slump of the samples of concrete
used to fabricate the test cylinders shall be stated. The tests shall have been carried out
within a period of two years prior to the award of the Contract.
(2) Sub-section 1350.08.01.02 is deleted and replaced by the following:
1350.08.01.02 Sampling of Mix Design Materials ,
For Contractor designed mixed samples of acceptable aggregates, cement, water, chemical
admixtures and air entraining admixtures representative of the materials to be used in the
work shall be provided to the Engineer when requested at the time the proposed mix
proportions are submitted to the Authority.
(3) Sub-section 1350.07.07.03, Part (b), is deleted and replaced by the following: j
1350.07.07.03 High Strength Concrete
b) Contractor Design Mix
The proposed mix proportions shall meet the requirements of revised Sub-section '
1350.07.07.01 above and in addition shall be tested in a full size field trial batch of
concrete.
When the concrete is mixed within a ready mixed truck, the size of the trial batch shall ,
be that volume of concrete normally mixed in the truck.
SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
31.
When the Contractor elects to use a source of ready mix concrete, the trial batch of
concrete shall originate from the same plant that will be used for the supply of high
strength concrete and the trial batch shall be delivered to the site of the work and tested.
Where access to the site of the work is not possible the Engineer will designate a suitable
location for testing.
The testing of the field trial batch of concrete shall be the responsibility of the
Contractor.
1 Strength test data from the field trial batch shall consist of at least one set of standard
cylinders tested at 7 days and one set of standard cylinders tested at 28 days. For mixes
I with cementitious hydraulic slag the strength test data shall also include one set of
standard cylinders tested at 3 days.
The air content, temperature and slump of the samples of concrete used to fabricate the
test cylinders shall be stated.
When approved by the Engineer, the concrete from the trial batch may be incorporated
' into parts to the structure.
Basis of Payment
All costs for the above work shall be included in the Contract price for the appropriate
concrete item(s).
Amendment to OPSS 1301
Section 1301.01 "Scope" of OPSS 1301 is deleted and replaced with the following:
This specification covers the requirements for Portland cements, blended hydraulic cements and
supplementary cementing materials together with the method of sampling,testing,delivery,handling
and storage, prior to proportioning.
The following types of cementing materials are covered by this specification:
Portland Cements:
Type 10 - Normal
' - Intermediate Grind
Type 20 - Moderate
Type 30 - High Early Strength
Type 40 - Low Heat of Hydration
' Type 50 - Sulphate Resistant
SPECIAL PROVISIONS -GENERAL '
CONTRACT NO. NW93-34
32.
Blended Hydraulic Cements:
Type 10-S - Portland Blast Furnace Slag Cement
Type 10-SM - Slag-Modified Portland Cement
Type 10-P - Portland Pozzolan Cement
Supplementary Cementing Materials: '
Slag - Type G - Ground Granulated Blast Furnace Slag
Fly Ash - Type F - Fly Ash normally produced from burning anthracite or bituminous coal
- Type C - Fly Ash normally produced from burning lignite of sub-bituminous coal
Section 1301.02 "Reference" of OPSS 1301 is amended by the deletion of the reference of CSA
Standard"363-M83 Cementitious Hydraulic Slag".
Sub-Section 1301.05.01 "Physical and Chemical Requirements"of OPSS 1301 is amended by deleting
the first paragraph and replacing it with the following: '
Except as modified herein, cementing materials shall conform to the physical and chemical
requirements of CAN3-A5,CAN3-A362 or CAN-A23.5 depending on the cementing material type used.
Fly ash and ground granulated blast furnace slag shall also conform to the supplementary optional '
chemical and physical requirements of CAN3-A23.5 with the exception of the requirements for"Re-
activity with Cement Alkalies".
Use of Ground Granulated Blast Furnace Slag
For concrete used in the contract,the requirements of OPSS 1350 shall apply except that the cement
shall conform to the following:
Where normal Portland Cement (Type 10) is specified, it may be replaced by a blend of Normal
Portland Cement and ground granulated blast-furnace slag (referred to in this special provision as ,
slag). Slag material shall comply with the requirement of OPSS 1301.
1. For concrete other than as specified in Items 2, 3 and 4 below, slag may be used as a
replacement for up to 25%by mass of the quantity of portland cement. ,
2. For precast reinforced concrete catchbasins, manholes and ditch inlets, slag may be used
according to the requirements of Subsection 1351.05.02 of OPSS 1351.
3. For concrete pipe, slag may be used according to the requirements of Section 1820.05 of
OPSS 1820. '
4. For lean concrete base, slag is not acceptable.
5. Mix designs using slag in cement shall be the responsibility of the Contractor according to ,
the requirements of OPSS 1350. The Contractor shall produce satisfactory test data for 3 day,
7 day and 28 day compressive tests from either a laboratory test program or a field trial batch.
' SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
33•
' 6. Concrete batchin S P lants will be required to have a separate storage facility for slag and the
slag shall be weighed separately from the portland cement. In the concrete materials
weighing process the portland cement shall be weighed prior to the slag. Slag may be
weighed on the same scale as the portland cement.
1 The Authority will not specify the use of slag in any work; the choice will be that of the Contractor.
Under most conditions the early strength gain of concrete containing slag in cement will be slower
' than that of concrete containing only Type 10 Portland Cement.
50. UNIT CONVERSION OF WEIGHED MATERIALS
' In the event that a weigh scale is not available in the required metric units as designated for material
to be weighed on the Contract, then the quantities so weighed on the scale supplied, shall be
1 converted to the designated units by the Engineer, for payment purposes.
One conversion only shall be made at the end of each day, on the basis that one metric tonne is
equivalent to 1.102 imperial tons.
51. APPLICABLE STANDARD SPECIFICATIONS
' With the exception of OPSS 127, the Ontario Provincial Standard Specifications shall remain in effect
throughout the duration of this Contract, whether or not they be modified or re-issued by the
responsible agency subsequent to the tender advertising date.
As specified in Section 108-4 of the General Conditions, the issue of OPSS 127 which is current at
• the time that extra work may be performed, shall govern for such work.
52. AMENDMENT TO OPSS 351
Air Content of Concrete
Subsection 351.05.01 of OPSS 351 is amended in that the air content of concrete shall be 7.0% ±
' 1.5%.
SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
34.
53. AMENDMENT TO OPSS 502 ,
Accuracy of Weighing Devices
Subsection 351.05.01 of OPSS 502 is amended by the addition of the following:
Limits of Error: The In-Service Limits of Error contained in the Government of Canada Weights and ,.
Measures Act.
Sub-Section 502.08.01 of OPSS 502 is deleted and replaced with the following:
The Authority reserves the right to check the accuracy of devices used to measure material for '
payment by mass.
Where a device is found to be in error in excess of the Limits of Error but less than three times the '
Limits of Error, the Authority will accept material measured for payment by the device for a period
of 48 hours from the time the Contractor is notified in writing that the error exceeds the Limits of ,
Error.
Where a device is found to be in error in excess of three times the Limits of Error, the Authority will
immediately cease to accept material measured for payment by the device.
SCALE ACCURACY TOLERANCES FOR PERFORMANCE TESTS
LIMITS OF ERROR ,
ACCEPTANCE IN-SERVICE 30 DAYS AFTER REPAIR
PORTABLE SCALE 0.15 % 0.20% 0.15 %
PERMANENT SCALE 0.075% 0.1 % 0.075%
% OF INDICATED LOAD
Notes:
"Indicated"load refers to the weight of the vehicle used in conducting the performance test ,
when measured at the centre of the platform.
"Acceptance" Limits of Error are used for the original approval of the design of the device or ,
at the time of its first use in trade and for 30 days after the device has undergone repairs.
' SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
' 35.
54. AMENDMENT TO OPSS 1820; CONCRETE PIPE
Section 1820.02, References, of OPSS 1820 is deleted and replaced by the following:
1820.02 References
' This specification refers to the following standards, specifications, or publications:
Ontario Provincial Standards Specifications (Material)
CSA Standard
A257-M-1982 - Standards for Concrete Pipe
' Section 1820.05 Materials, of OPSS 1820 is deleted and replaced by the following:
' 1820.05 Materials
All materials shall conform to the requirements of CSA A257.1 or CSA A257.2.
Section 1820.07, Production, of OPSS 1820 is deleted and replaced by the following:
1820.07 Production
' 1820.07.01 General
Production methods shall conform to the requirements of CSA A257.1 and CSA A257.2.
1820.08.02 Pipe for Sewers Up to and including 900mm Designated Internal Diameter
' Pipe for use in sewers up to and including 900mm designated internal diameter shall be pipe of the
size and class required, and shall conform to the MOE Pre-qualification Requirements for Concrete
Sewer Pipe Plants.
The plant shall have a valid Pre-qualification Certificate at the time of production and delivery of the
pipe.
' 1820.07.03 Marking
Marking shall conform to the requirements of CSA Standard A257.1M or A257.2M.
' Pipe conforming to the MOE Pre-qualification Requirements for Concrete Sewer Pipe Plants shall bear
the letters "MOE".
' Jacking Pipe shall be marked with the words "Jacking Quality".
Section 1820.10, Designated Sources Requirements of OPSS 1820 is deleted.
SPECIAL PROVISIONS GENERAL '
CONTRACT NO. NW93-34
36.
55. REVIEW OF SHOP/WORKING DRAWINGS '
For the portions of the work to be done under this Contract where detail drawings are to be
supplied by the Contractor,six (6) copies of same,tugether with specifications,plus such additional
copies as the Contractor and his subcontractors may require,shall be submitted to the Engineer for
review.
The Contractor or his subcontractor shall check and initial all shop drawings before submission to '
the Engineer so as to intercept and correct any major errors or omissions. Shop drawings will not
be reviewed by the Engineer unless they have been previously checked by the Contractor. '
The review by the Engineer is for the sole purpose of ascertaining conformance with the general
design concept. This review shall not mean that the Engineer approves the detail design inherent
in the shop drawings,responsibility for which shall remain with the Contractor submitting same,and '
such review shall not relieve the Contractor of his responsibility for errors or omissions in the shop
drawings or of his responsibility for meeting all requirements of the Contract Documents.
The Contractor is responsible for dimensions to be confirmed and correlated to the job site, for '
information that pertains solely to fabrication processes or to techniques of construction and
installation and for co-ordination of the work of all subtrades.
Work which relates to the shop drawings shall not be carried out before the Engineer's review of the ,
shop drawings is complete.
56. TREE PROTECTION
General Constraints/Requirements
Protection from the Contractor's operations of trees not designated for removal shall be ensured by,
but not restricted to, the following: ,
The Contractor shall ensure that his operations do not cause flooding or sediment deposition on
areas where trees not designated for removal are located. ,
Unless the contract requires work within the dripline of trees not designated for removal,equipment
shall not be operated within that dripline area. When the contract requires work within the dripline
of trees not designated for removal, operation of equipment within the dripline area shall be kept '
to the minimum necessary to perform the work required.
Equipment or vehicles shall not be parked, repaired or refuelled,construction materials shall not be
stored,and earth materials shall not be stockpiled within the dripline area of any tree not designated
for removal.
The dripline of a tree shall be considered to be the ground surface directly beneath the tips of its ,
outermost branches.
' SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
' 37.
Tree Repair Work
' Repair work to trees not designated for removal shall be performed in accordance with approved
horticultural practice as follows:
Bark that is damaged by the Contractor's operations shall be neatly trimmed back to uninjured bark,
without causing further injury, within five calendar days of damage.
Branches 25mm or larger in diameter that are broken by the Contractor's operations, shall be cut
' back to a neat surface within five calendar days of breakage;branches to be removed completely shall
be set back to within 10mm of their bases.
Roots 25mm or larger in diameter that are exposed by the Contractor's operations shall be cut back
cleanly to the soil surface within five calendar days of exposure.
' Basis of Payment
Compensation for all costs associated with the above work shall be deemed to be included in the
contract prices for the various tender items of the contract. No additional payment will be made.
57. WORK BY OTHERS
' While not anticipated, the Contractor is advised that other work may occur within and adjacent to
the limits of this contract. The Contractor shall allow the other contractors, authority, utility
companies or their agents free access to the site, and no claims for delays or inconvenience caused
' as a result of this unanticipated activity will be considered by the Authority should any works overlap
with the commencement of construction.
' 58. SPILLS REPORTING
Spills or discharges of pollutants or contaminants under the control of the Contractor,and spills or
' discharges of pollutants that are a result of the Contractor's operations that cause or are likely to
cause adverse effects shall be as defined in the Environmental Protection Act R.S.O. 1980.
' All spills or discharges of liquid, other than accumulated rain water, from luminaires, internally
illuminated signs,lamps,and liquid type transformers under the control of the Contractor,and spills
or discharges of pollutants or contaminants that are a result of the Contractor's operations shall,
' unless otherwise indicated in the Contract, be assumed to contain PCB's and shall forthwith be
reported to the Engineer.
This reporting will not relieve the Contractor of his legislated responsibilities regarding such spills
' or discharges.
SPECIAL PROVISIONS -GENERAL '
CONTRACT NO. NW93-34
38.
59. INTERPRETATION
1. Abbreviations
"AASHTO" -American Association of State Highway and Transportation Officials ,
"ASA" -American Standards Association
10 "ASTM" -American Society for Testing and Materials
"AWG" -American Wire Gauge '
"CESA" - Canadian Engineering Standards Association
"CGSB" - Canadian Government Specifications Board '
"CSA" - Canadian Standards Association '
"CWB" - Canadian Welding Bureau
2. "Access Road" - means a private road built or used by the Contractor to gain access to the ,
work or to a source of material but excluding any haul road and the road under contract.
3. "Base" - means a layer of material of specified type and thickness placed immediately below '
the pavement, driving surface, curb and gutter or sidewalk.
4. "Culvert"-means a structure which is designated as a culvert in the contract documents and '
which is designed to provide an opening under a roadway, railway or side entrance for the
passage of surface water, livestock or pedestrians.
5. "Earth Grade" - means the earth surface, whether in cut or fill, as prepared for the base or '
subbase.
6. "Grade" when used in the sense of elevation as in the expressions"to grade", "up to grade", ,
"above grade", "below grade", or expressions of similar implications, means the required
elevation of the completed work.
7. "Grade Line" - means the line representing the established elevation of the completed work '
in profile or longitudinal section taken along a reference line established for the control of
the work.
8. "Grade Point or Transition Point" -means the point where the grade line passes from cut to
fill
9. "Haul Road" - means any public road excluding the road under contract, which forms part '
of a materials haul route.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. NW93-34
' 39•
10. "Minister" - means The Minister of Transportation and where the word appears in M.T.O.
Specifications which are included in this contract shall mean the Engineer as defined
elsewhere.
11. "Ministry" - means The Ministry of Transportation and where the word appears in M.T.O.
Specifications which are included in this Contract shall mean the Authority as defined
elsewhere.
' 12. "Pavement" - means a wearing course or courses placed on the roadway and consisting of
asphaltic concrete, Portland cement concrete, or plant or road mixed mulch.
' 13. "Profile Grade" - means unless otherwise specified in the contract, the top surface elevation
of the uppermost layer of granular material whether treated or untreated.
' 14. "Road Allowance" or "Highway" - means the lands acquired at any time for the use of the
public as a common highway.
15. "Roadbed"-means that portion of the work which is designed to support the wearing surface
' and shoulders of the roadway.
16. "Roadway"- means that part of the highway designed or intended for use by vehicular traffic
' and shall include the shoulders.
17. Rock Grade - means the rock surface, whether in cut or fill, as prepared for the base or
subbase.
' 18. "Sewer" -means a conduit which has been designed as a sewer to carry storm waste,sanitary
waste or both and which is designated as a sewer in the contract documents.
' 19. "Shoulders" means that portion of the roadway between the edges of the surfacing material
and the inside edges of the ditch or fill slopes.
' 20. "Subbase" - means a layer of material of specified type and thickness between the subgrade
and the base.
' 21. "Subgrade" - means the earth or rock surface,whether in cut or fill,as prepared for the base
or subbase.
SPECIAL PROVISIONS -GENERAL '
CONTRACT NO. NW93-34
4o.
60. DOCUMENTS ,
The Contract documents shall be signed in triplicate by the Authority and Contractor. The Contract
documents are complementary and what is called for by any one shall be binding as if called for by
all. The intention of the documents is to include all labour and materials reasonably necessary for '
the proper execution of the work.
It is not intended, however that materials or work not covered by or properly inferable from any '
heading section or trade in the specifications shall be supplied, unless distinctly so noted on the
drawings. Descriptions of materials or works in words,which so applied have well known technical
or trade meanings, shall be held to refer to such recognized standards. '
In case of any inconsistency or conflict within this Contract, Plans or Specifications, the Documents
shall take precedence and govern in the following order, namely:
1. The Agreement '
2. The Special Conditions
3. The Drawings '
4. The Form of Tender
5. Special Provisions - General
6. The General Conditions of the Contract
7. The Standard Specifications '
61. WORKERS' COMPENSATION BOARD ,
The Contractor shall at the time of entering into any contract with the Region and the Town,furnish
a satisfactory Certificate of Clearance from the Workers' Compensation Board stating that all
assessments or compensation payable to the Workers' Compensation Board have been paid. The '
Contractor shall also at any time during the performance, when requested by the Region and the
Town, and upon completion of such contract, furnish a satisfactory Certificate from the Workers'
Compensation Board as outlined above. ,
62. DELETIONS FROM CONTRACT ,
The Authority reserves the right to delete any portion of the work from the Contract should it be
deemed in the interest of the Authority to do so. See Sections 103-1 and 103-2 of General
Conditions -MTO Form M-100. '
SPECIAL PROVISIONS -GENERAL
CONTRACT NO. NW93-34
' 41.
63. APPROVALS AND PERMITS
The construction of the works and all operations connected therewith are subject to the approval,
inspection, by-laws and regulations of all municipal, provincial and federal and other authorities
' having jurisdiction in respect to any matter embraced in this Contract.
Prior to any works being undertaken within the limits of the Contract, the Contractor shall obtain
' Road Occupancy Permits from the Town and/or the Region as required.
All fees payable in respect of these permits and approvals shall be at the Contractor's expense with
the exception of the fees for the Ministry of Labour approval, should these be required.
1
1
1
1
' CORPORATION OF THE MUNICIPALITY OF CLARINGTON
' CONTRACT NO. NW93-34
1
SPECIAL CONDITIONS
1
' SPECIAL CONDITIONS INDEX
' 1. Contract Items and Quantities
2. Notice
3. Municipality Standard Drawings
4. Use of Site by Other Contractors
5. Equipment Rental
' 6. Request for Inspection
7. Site Drainage
8. Erosion & Siltation
' 9. Existing Utilities
10, Camera Inspection
11. Adjust to Grade Ex. Manholes,Valve Boxes & Chambers
' 12. Control of Mud Tracking
13. Construction Schedule
14. Construction Access
15. Roadworks
16. Contingencies
17. Sanitary Sewers &Appurtenances
18. Municipal Requirement
' 19. Construct Driveway Aprons
20. Adjust Roadway Catchbasins to Grade
21. Load and Place Topsoil
22. Supply and Place Sod
23. Compaction Tests
24. Clean Catchbasin Sumps
25. Parge Outside of Rear Yard Catchbasin Frames
26. Parge Subdrains or Lead Pipe at Street Catchbasin
27. Realign catchbasins to Match Curbline
' 28. Sod/Grading Repair After Sidewalk Construction
29. Remove and Dispose Existing Debris Within Road Allowance
30. Construct 1.8m High Noise Barrier Fence
' Construct 1.8m High Wood Screen Fence
31. Clean/Regrade Existing Headwall Apron and Low Flow Channel
32. Regrade Sideyard Swales to Ensure Drainage
' 33• Supply & Place Asphalt "Scratch" Coat
34. Clean Debris From Mainline/Secondary Valves
35. Extend 150mm PVC Service Connection
' 36. Supply and Place 19mm Clear Stone
' SC-1
SPECIAL CONDITIONS
1. CONTRACT ITEMS AND QUANTITIES
The Contractor is to note that due to the difficulties in determining the need and therefore estimating
quantities of certain tender items as a result of the existing conditions on-site a number of the items
' included and the associated quantities have been determined based on past experience and judgement
rather than physical measurement.
As a result the need to increase/decrease quantities or eliminate tender items altogether (see Special
' Provision-General Clause 62)will be determined at the discretion of the Municipality as the work proceeds.
The Contractor is to note that top stage roadworks will be limited to Flaxman Avenue, Chance Court and
' the southern portion of Kershaw Street while other general items such as site clean-up, the cleaning of
catchbasins/storm sewers, etc. will be completed within the limits of the entire subdivision.
' 2. NOTICE
In addition to notifying the Municipality,the Region,Department of Labour and any other authority having
' jurisdiction over the work,the Contractor shall give the Engineer three days notice of his intention to start
work so that inspection and/or layout may be arranged.
' 3. MUNICIPALITY STANDARD DRAWINGS
Any Municipality or Region Standard Drawing pertinent to the scope of work and not included in the
Standard Drawing section can be found in the current Municipality and Region Standards published
booklet. Copies are available to the Contractor at the Municipality or Region offices or for viewing from
the Engineer and shall be deemed to be included in this Contract.
4. USE OF SITE BY OTHER CONTRACTORS
' The Contractor shall be responsible for coordinating his work with other Contractors carrying out work
on the site.
' 5. EQUIPMENT RENTAL
The prices for hourly rental of equipment shall be based on latest O.P.S. rates, less a fixed percentage
quote by the Contractor in the Contingency Items.
6. REQUEST FOR INSPECTION
The Contractor shall request the Engineer to inspect and give his approval to the work upon its completion
' or upon completion of substantial sections of the work. The Contractor shall ensure that the work to be
inspected is in accordance with the Contract and he shall be responsible for cost of further inspections,
should it be found that the request is premature.
SC-2
7. SITE DRAINAGE '
The Contractor shall be fully responsible to maintain adequate site drainage to prevent ponding water and
protect his work at all times during the progress of the work and at the completion of the job, any area
subject to ponding water must be drained in such a manner as directed by the Engineer and at the
Contractor's expense. '
8. EROSION & SILTATION
While working on site, the Contractor is responsible for the repair of erosion damage and for the clean up '
of siltation,which can be directly attributed to his works.
9. EXISTING UTILITIES
The Contractor shall, in an approved manner at his expense, protect from injury any public or private '
services in the highway or right-of-way or easement in the vicinity of his work, assuming all costs and
expense for direct or indirect damage which may be occasioned by injury to the same. Location of utilities
as shown on drawings are approximate only and the Contractor shall be responsible for their accurate '
location at the time of construction.
10. CAMERA INSPECTION (Item 1.1.7) ,
All storm sewers except for the 1500mm diameter and the 1800mmX900mm box culvert are to be
inspected by television camera in the presence of the Municipal inspector and the Engineer. The cost will '
be paid at the unit rate provided.
The price supplied shall include the cost for the trained operators, equipment rental, cleaning of the '
sewers to the satisfaction of the engineer, and all material necessary to properly inspect the system. A
written report and video tape of the cameraed line in V.H.S. format will be turned over to the Engineer
for his keeping. '
Sewer lines with deficiencies will have to be re-cameraed subsequent to rectification of the deficiencies.
The cost associated with re-cameraing these lines shall be based on the quoted unit rate. A video tape and
written report as noted above is also required. ,
Camera inspections shall not be undertaken until all manholes have been benched to the satisfaction of
the Engineer and the granular materials have been placed in the roadways. '
11. ADTUST TO GRADE EXISTING MANHOLES, VALVE BOXES & CHAMBERS '
(Items 1.2.6, 1.2.8)
The price quoted for raising of manholes and valve boxes/chambers located within the roadway to final
grade, shall be paid under the appropriate unit rates quoted. Valve boxes/chambers in boulevard area '
should be set to final grade.
Also, as required, the unit rate shall include the removal of existing moduloc to the pre-cast unit and the '
adjustment/realignment of the frame and cover to match the top manhole section.
The replacement of broken moduloc units and valve box components (if required)will be paid under the
appropriate contingency item. '
SC-3 '
' 12. CONTROL OF MUD TRACKING
The Contractor shall, at his own cost, prevent the tracking of mud from his work areas onto the existing
' paved streets and shall,at no additional cost,supply all necessary labour,material and equipment to clean
the existing streets when so instructed by the Engineer.
' 13. CONSTRUCTION SCHEDULE
The construction schedule shall be in accordance with that set out in Clause 17.2 of the Special Provisions
' General.
14. CONSTRUCTION ACCESS
' The construction access shall be from Concession Street at Kershaw Street or from Mearns Avenue at
Flaxman Avenue. Under no circumstances shall these access roads be blocked to through traffic.
15. ROADWORKS
' The unit rate quoted shall be full compensation for all labour, equipment and materials required to
complete the roadworks in accordance with engineering drawings and applicable standards. The unit rates
for granulars and asphalt shall be based on tonnage or by the square metre as specified in the Form of
' Tender.
The final cost for a roadwork item with a unit rate per tonne will be based on actual material tickets
' obtained by the Engineer on site.
The final cost for a roadwork item with a unit rate per square metre will be based on theoretical
measurements as determined by the Engineer. The theoretical measurements are calculated on the
' following basis.
Top Asphalt (HL3) - Top asphalt to be paid by the tonne. Unit rate shall be
' deemed to include any grading required to allow a minimum
depth of 40mm HL3 to be placed
' Base Asphalt (HL8) - Asphalt padding to be paid by the tonne. Removal and
replacement of base asphalt to be paid by the square metre
Granular Base - Granular base to be paid by the tonne
' (ie. Granular 'A')
Granular Sub Base - Granular sub base to be paid by the tonne
' (Granular 'B')
(A) Base Asphalt HL8 (Item 1.2.11)
' The unit rate quoted for base asphalt shall be full compensation for all labour, equipment and materials
required to install base asphalt. The unit rate quoted for this item shall include the cost of asphalt cement.
SC-4
15. ROADWORKS (Cont'd) '
(B) Surface Asphalt HL3 (Item 1.2.22)
The unit rate quoted for surface asphalt shall be full compensation for all labour,equipment and materials t
required to install surface asphalt including grinding at match point. The unit rate quoted for this item
shall include the cost of asphalt cement. '
The use of slag as an aggregate in hot mix designs is not permitted.
(C) Installation of Concrete Sidewalk (Item 1.2.5) ,
The unit rate quoted shall include excavation for sidewalk to the required subgrade depth plus or minus
150mm and compaction of subgrade material. Any surplus/shortage of material shall be disposed/obtained ,
from within the confines of the development (if available)as directed by the Engineer. The unit rate shall
also include the supply and placement of 19mm Crusher Run Limestone (if required) to maintain daily
driveway access.
Should regrading of driveways become necessary due to a change in grade after placement of the sidewalk ,
it shall be paid under item 1.2.9(b) or (c).
Should regrading of lots beyond the streetline become necessary due to the final sidewalk grade it shall ,
be paid under item 1.2.15.
(D) Clean Base Curb (Item 1.2.1) '
The unit rate quoted for cleaning of base curb shall include all cleaning of base curb prior to construction
of the top curb and straightening of any bent stirrups. Contractor to inspect the site to determine the level ,
of machine and/or hand cleaning required to fully clear existing materials from the base curb.
(E) Replace Base Curb Stirrups (Item 1.2.2) '
The unit rate quoted for replacing stirrups shall include all labour, materials and contingencies necessary
to complete the replacement of damaged stirrups. Once the cleaning of the base curb and straightening '
of bent stirrups has been completed an inspection by the Engineer and The Municipality of Clarington will
be undertaken to determine exact numbers and location of stirrups to be replaced. Contractor to provide
adequate notice to allow scheduling of inspection so it will not delay placement of top curb.
(F) Supply and Place Concrete Curb & Gutter Top (Item 1.2.4(a))
The unit rate quoted per linear metre for installation of top stage concrete curb and gutter shall include '
epoxy(if required),cutting of asphalt adjacent to the curb, patching and compaction of granulars and base
asphalt, the supply and placement of 19mm Crusher Run Limestone behind curbs to maintain daily
driveway access, and all other contingencies necessary to complete the installation of the two stage
concrete curb and gutter. '
(G) Supply and Place Concrete Curb & Gutter (Full) (Item 1.2.4(b))
The unit rate quoted per linear metre for the installation of full stage curb and gutter shall include cutting ,
of asphalt adjacent to the curb, patching and compaction of granulars and base asphalt, supply and
placement of 19mm Crusher Run Limestone to maintain daily driveway access, hand forming, placement '
and finishing of concrete and all other related items necessary to complete the placement of full stage curb
and gutter.
SC-5
' 15. ROADWORKS (Cont'd)
' (M Removal and Replacement of Concrete, Asphalt and Granulars (Items 1.2.3, 1.2.11)
The unit rates quoted for the removal and replacement of concrete, asphalt and granular materials shall
' include disposal off-site to an approved dump site. Removal shall be minimized and all joints shall be saw
cut or neatly trimmed to facilitate proper replacement. Replacement shall match existing conditions or
applicable standards for similar items as a minimum.
' Once the cleaning of the base curb and roadway is complete an inspection by the Engineer and the
Municipality of Clarington will be undertaken to determine the exact limits of removal. The Contractor
shall provide adequate notice to allow scheduling of inspection so it will not delay the project schedule.
16. CONTINGENCIES
' Work to be paid for under contingency items shall not commence until ordered in writing by the Engineer.
Work involving the expenditure of more than $500.00 shall not commence unless it is authorized by the
issuance of a change order setting out details of the work contemplated and the cost involved. Such
' change order shall be prepared by the Engineer, accepted by the Contractor and approved by the
Municipality of Clarington before any work pertinent to the change order shall be done.
' 17. SANITARY SEWERS AND APPURTENANCES
Sanitary Sewer Specifications
The sanitary sewer specification of both the Regional Municipality of Durham and the Engineer are deemed
to be included in this contract. Copies of"Standard Specification for Construction of Sanitary Sewers -
' Schedule 'D' prepared by the Region of Durham dated January 1993, or latest revision there of, are
available to the Contractor at the Region's office from the Engineer.
The specification of the Region shall be followed in relation to the approved manufacturers, and method
' of installations. In instances where the G.M. Sernas &Associates Limited Specifications is more rigid and
demanding, it shall be followed. The G.M. Sernas & Associates Limited Specification will govern as to
method of payment, in addition to the specification for payment.
18. MUNICIPAL REQUIREMENTS
' Without altering the intent of the Contract Documents all work is to be done to the satisfaction of the
Local Authorities for the Municipality where the Work is performed. Acceptance of the work will be subject
to receipt of approval by the aforementioned Municipal Authorities,
19. CONSTRUCT DRIVEWAY APRONS (Item 1.2.9)
' The unit rate quoted for the supply and placement of HL3 asphalt shall include all labour equipment and
materials required to construct the driveway aprons between the curbline and the sidewalk. No extra
' payment will be made for hand working asphalt. Note: Driveway approaches on the side of the street
where no sidewalk is to be installed will not be reconstructed or paved.
' SC-6
19. CONSTRUCT DRIVEWAY APRONS (Item 1.2.9) (Cont'd) '
The unit rate quoted to place additional 19mm Crusher Run Limestone shall include any regrading '
required and the supply, placing and compaction of 19mm Crusher Run Limestone as determined in the
field. The item will also be utilized for the placement of granulars to adjust existing driveway grades
following curb and/or sidewalk construction. '
The unit rate quoted for the total removal or removal of surface contamination shall include any regrading
required and the disposal of unsuitable granulars as directed by the Engineer. '
20. ADJUST ROADWAY CATCHBASINS TO GRADE (Item 1.2.7)
The unit rate quoted for adjusting single catchbasins to grade shall include the removal of temporary '
asphalt curb and construction of full curb (1.2m in length) in one stage. Any curb required beyond the
1.2m shall be paid as full stage curb and gutter. For double catchbasins any curb required beyond 2.Om
in length shall be paid as full stage curb and gutter. '
Also, as required the unit rate shall include the removal of existing moduloc to the pre-cast unit and the
adjustment/realignment to match the base curb. The replacement of broken moduloc units (if required) '
will be paid under the appropriate contingency item.
21. LOAD AND PLACE TOPSOIL (Item 1.2.12) '
The unit rate quoted for the loading and placement of topsoil shall include all fine grading required to
prepare boulevards to proper subgrade, removal of excess material if required, and the loading and '
transport of topsoil from the existing stockpiles on the site and placement to 100mm depth.
22. SUPPLY AND PLACE SOD (Item 1.2.13) '
The Contractor is to note that the builder may sod the lots either prior to or after the boulevard sodding '
by the Contractor. The Contractor shall be responsible for all co-ordination/co-operation with the builder
for this work.
23. COMPACTION TESTS
During the course of construction of underground services, placing of fill for roads or building envelopes, ,
compaction test of the fill material shall be carried out by a soils engineering firm to show the compaction
achieved by the Contractor's equipment is at least equal to 95% Standard Proctor Density for trench and
roads backfill, and 100% for building envelope fill as measured at any point in the backfill operation. Any
compaction tests not meeting the standard prescribed above shall be repeated and costs of additional tests '
shall be payable by the Contractor.
SC-7 '
1
24. CLEAN CATCHBASIN SUMPS (Item 1.1.1)
' The unit rate quoted shall be full compensation for all labour and equipment required to fully clean the
existing catchbasin of sediment and debris. In general, the single and double catchbasin are located
' within the existing roadway and can therefore be accessed by truck mounted equipment.
The Contractor shall note that the rear yard catchbasin/catchbasin manhole can not be accessed by truck
mounted equipment and will most likely require hand cleaning. Damage to the existing sod due to the
' Contractor's cleaning operations are to be rectified at the Contractor's expense.
' 25. PARGE OUTSIDE OF REAR YARD CATCHBASIN FRAMES (Item 1.1.2)
The unit rate quoted shall be full compensation for all labour equipment and materials required to expose
and clean the outside surfaces of the rear yard catchbasin frame and the parging/reparging of the frame to
' the precast unit.
Minor realignment of the frame and/or moduloc units (if installed previously) and the repair with topsoil
' and sod of all disturbed areas shall also be included in the quoted rate.
26. PARGE SUBDRAINS OR LEAD PIPE AT STREET CATCHBASIN (Item 1.1.3)
Subdrain and/or lead pipe shall be trimmed (if necessary) to allowing parging flush with inside wall of
catchbasin.
27. REALIGN CATCHBASINS TO MATCH CURBLINE (Item 1.1.4)
The lump sum rate quoted shall be full compensation for all materials, labour and equipment required to
expose the existing pre-cast catchbasin unit; to breakdown the precast unit a sufficient depth to facilitate
the forming and poring of concrete collar to realign the catchbasin to match the curbline, and to accept
' the reinstallation of the catchbasin frame and grate.
' 28. SOD GRADING REPAIR AFTER SIDEWALK CONSTRUCTION (Item 1.2.15)
The unit rate quoted shall be full compensation for any regrading/resodding required at existing finished
' lots/boulevards where the sidewalk installation has not been completed. The limits of regrading will be
determined in the field following sidewalk construction. Specifications for grading, topsoil and sodding
per individual items identified within the contract.
29. REMOVE AND DISPOSE EXISTING DEBRIS WITHIN ROAD ALLOWANCE (Item 1.2.10)
' The lump sum fee quoted shall be full compensation for all labour and equipment necessary to remove
and dispose off site of all debris within the road allowances of the subject site, with the exception of the
builders hydro poles located throughout the site.Arrangements will be made to remove these poles prior
to the clean-up works required under this contract.
The Contractor is required to maintain some flexibility regarding this item as debris removal required by
the Municipality may extend slightly beyond the physical limits of the road allowance.
SC-8
30. CONSTRUCT 1.8m HIGH NOISE BARRIER FENCE (Item 1.2.23) '
CONSTRUCT 1.8m HIGH WOOD SCREEN FENCE (Item 1.2.24)
The unit rate quoted shall be full compensation for all labour equipment and materials necessary to erect '
a 1.8m high noise barrier fence or 1.8m high wood screen fence in accordance with the standard details
supplied. '
The Contractor is to note that the Municipality of Clarington requires the noise fence installation on lots
4-12 and the wood screen fence installation on lots 12,13, 29-33 and 82-85 to begin immediately upon '
commencement of the works by the successful bidder and to continue to completion as quickly as possible.
Fencing in the remaining areas can be installed during the course of the project schedule.
31. CLEAN/REGRADE EXISTING HEADWALL APRON AND LOW FLOW CHANNEL (Item 1.2.29)
The unit rate quoted shall be full compensation for all labour equipment and materials required to remove ,
the sediment from and/or regrade the headwall apron and invert of the existing low flow channel(+/-2.2m
width).
The Contractor is to complete all upstream works related to the storm sewer system prior to completion ,
of this item. Also, the Contractor shall employ such methods and/or protective measures necessary to
minimize or eliminate transfer of sediment to the downstream watercourse. '
32. REGRADE SIDEYARD SWALES TO ENSURE DRAINAGE (Item 1.2.14)
The unit rate quoted shall be full compensation for any regrading/resodding required at existing finished
lots/boulevards where second stage curb has not been installed and following curb construction it is
determined that regrading is necessary to ensure drainage from the lots can outlet over the curb. '
The limits of regrading will be determined in the field following curb construction.
Specifications for grading, topsoil and sod placement per those included in this contract. '
33. SUPPLY AND PLACE ASPHALT "SCRATCH" COAT (Item 1.2.2 1) '
The unit rate quoted shall include all labour, equipment and materials required to place a scratch coat of
asphalt either by hand or by machine in depressed areas prior to placement of surface asphalt. ,
The limits of the scratch coat will be determined by the Engineer and Municipality of Clarington following
the cleaning of the roadway.
34. CLEAN DEBRIS FROM MAINLINE/SECONDARY VALVES (Item C.11)
The unit rate quoted shall include all labour, equipment and materials required to clean debris from the '
mainline and/or secondary valves without excavation.
Should excavation be required to remove larger debris, payment for both excavation and removal of debris '
will be certified under contingency item C.6 or C.7. The Contractor will not receive payment under more
than 1 item for the cleaning or excavation work.
SC-9 '
35. EXTEND 150mm DIA. PVC SERVICE CONNECTION (Item 1.2.26)
The unit rate quoted shall be full compensation for all labour, equipment and materials required to
expose the existing storm sewer service connection, to install additional lengths of 150mm diameter PVC
pipe within the noted lots to a point as determined in the field (to drain areas of ponded water) and to
' place and compact backfill around and above the pipe.
The Contractor shall leave the end of the pipe exposed as well as a 0.6m sump below the pipe invert.
Maximum slope of 3:1 will be allowed in order to meet existing ground.
36. SUPPLY AND PLACE 19mm CLEAR STONE (Item 1.2.27)
' The unit rate quoted shall be full compensation for all labour,equipment and materials required to supply
and place 19mm clear stone within the sump created under Item 1.2.26 (See Special Condition 35.) and
to enclose the end of the PVC pipe within the stone to a depth of 150mm.
Prior to placement of clear stone, a determination will be made by the Engineer and the Municipality
regarding the placement of a straw bale at the end of the pipe to prevent the loss of stone into the
' connection. Should a straw bale be required, it will be paid for under item C-2a).
' SC-10
1
' CORPORATION OF THE MUNICIPALITY OF CLARINGTON
' CONTRACT NO. NW93-34
1
' GENERAL CONDITIONS
FORM M-100
(April 1983)
' Form M-100 has not been reproduced as part of these Contract Documents.
It will be the Contractor's responsibility to obtain current copies of Form M-100.
1 CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. NW93-34
STANDARD SPECIFICATIONS
1
STANDARD SPECIFICATIONS INDEX
' Specification No. 2: Sewers and Appurtenances
3: Water Distribution System and Appurtenances
4: Fine Grade and/or Compact Earth Grades
' S: Supply and Install Granular Material and/or Crushed Stone
6: Supply and Install Asphalt
7: Concrete Curb and Gutter
8: Concrete Sidewalks and Laneways
' 10: Placing Topsoil
11: Supply and Place Sod
15: Rip Rap and Grouted Rip Rap
A/ANHOLE FRAME G COVER
' TS CLEARANCE FOR TOP TWO STEPS ONLY
SEE MOTE-3 CONCRETE CAP
MIN• III COURSE BRICKWORK,MAX,300.. BRICKWORK.
FOR MORTARING OF
230t 693 w.01A. ADJUSTMENT UNITS REFER TO 2 GAS ww OIA. •b
OPSO 704.01. OUTSIDE TO RECEIVE
TWO COATS OF BITUMINOUS PAINT.
c
' —MANHOLE SECTION i0 MEET A.S.T.M.
/ SPECInCAT10N C-.TB OR EQUIVALENT
Ib 1200..OIA. 130 130 1200 wa1 04A. 130
PARE OUTSIOE OF JOINTS
PRESS SEAL OR EQUIVALENT RUBBER GASKET
1 ISO
--,C,>-
e
r 1
W OI
1
e 20 "Pe CONCRETE BENCHING TO BE FORMED �
\ /
SEE TABLE �- AFTER MANHOLE IS ERECTED
•ae MIN.OF n ww OF h law CRUSHED STONE CONMCTEO
I NSO ww qA. _I I .. law OIA.
SECTION A—A SECTION 8-8
G83 ww OIA.
MANHOLE SECTION TO MEET A.S.T.M
' SPEpFICATION C-4T4 OR EQUIVALENT
I 400 w D1A 130
8 PRECAST FLAT TOP
NOTES.
' I I PRECAST CONCRETE BASES SMALL BE USED ONLY WHEN GROUND CONDITIONS
I
ARE DRY ANO fIRM ISTRUCTURALLT SOUN01.
' v0 2. TOP OF BENCHING 70 BE SLOPED A7 2 V. TO CHANNEL
i-�• 3 ANY PIPES ENTERING THE PRECAST SECTIONS, MUST NOT ENTER AT A
A /� MANHOLE SECTION JOINT.
�a . LIFTING HOLES IN PRECAST SECTIONS TO BE COMPLETELY FILLED WITH 3 PARTS
---- SANG, I PART CEMENT MORTAR AND POINTED BEFORE BACK-FILLING.
S MANHOLE STEPS'TO BE POSIYIONEO AS PER STANDARD N-111
l f
6 PRECAST FLAT TOP i0 BE USED WHEN TOTAL HEIGHT OF PRECAST SECTION
\— IS LESS THAN 190 .
\ J/ 7 GASKETS TO BE PLACED AS PER MAMUFACTURERS SPECIFICATIONS.
'
PLAN 1 B FOR MH OEPTNS GREATER THAN 30 w A MANMOLE SAFETY CRATING IS REQUIRED
1 I NAK SPACING BETWEEN SAFETY ORATES IS A 30 w
1 1 9 FOR DEPTHS GREATER THAN TS. THE MANHOLE MUST BE INDIVIDUALLY DESIGNED
1 1
10 20 MPA CONCRETE CRADLE SMALL BE PLACED UNDER PIPE•AT THE MANWXE,
' TO THE FIRST JOINT_
ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED 11 FOR BENCHING DETAIL SEE OPSO 100401.
Town of Newcastle Public Works Oe artment
CHECKED A ,1` aEv15K)M Me —
�°"`�(f 1
.PPROV IP� 1200 mm � PRECAST CONCRETE MANHOLE DATE JAN. 1986
-IF _ _(FOR SEWER SIZES UP_TO.600 mm / ON STRAIGHT RUNS) N-'1 n 1
W
=Y
O
Uo FRAME AND GRATE AS SPECIFIED
3
�Y
75 CLEARANCE FOR TOP TWO STEPS ONLY,SEE NOTE S
I CONCRETE CAP-
FOR MORTARING OF ADJUSTMENT UNITS
685 mm 01A REFER TO OPSO 704.01.
' 2� 230
OUTSIDE TO RECEIVE TWO COATS
OF BITUMINOUS PAINT.
e
' PRESS SEAL OR EQUIVALENT RUBBER GASKET
1200 mm OIA.
00 PARGE OUTSIDE OF JOINTS
J
MANHOLE SECTIONS TO-MEET A.S.T.M.
< — SPECWICATKIN C-47B OR EOUMLENT
i
PRECAST TRANSITION SLAB
L4f.
E SD�-
g 223 2400 HMI0IA.
m v: _
20 MPe CONCRETE BENCHING TO BE FORMED
o J AFTER MANHOLE IS ERECTED
LL
LL �
. • .� - PRECAST BASE
0 • •'• •4••: MIN 75 mm OF M mm CRUSHER RUN LIMESTONE
Z ►- ? v (COMPACTED I
' I 2830 mm OI A.
r
' NOTES:
(I) PREGi6T CONCRETE BASES SHALL BE USED ONLY
WHEN H.YROURD CONDITIONS ARE DRY 6 FIIN
' (STRUCTURALLY SOUND).
W TOP DF WIKH NG TO BE SLOPED AT 2 X
TO CHANNEL.
(3) ANY PIES ENTERING THE PRECAST .SECTIONS. MUST
NOT ENTER AT A MANHOLE SECTION JOINT.
(4) LIFTING HOLES IN PRECAST SECTIONS TO BE COMP-
LETELY FILLED WITH S PAINTS SANO. I PART CEMENT
M=AR AND POINTED BEFORE BACK-FILLING.
(3) SOLID ALUMINUM MANHOLE STEPS TO BE POSITIONED
AS PER OPSO 405.01.
(6) PRECAST FLAT TOP TO BE USED ONLY WHEN TOTAL HEIGHT
OF PRECAST SECTION IS LESS THAN 1•6 m.
(T) GASKETS TO BE PLACED AS PER MANUFACTURERS SPECIFICATIONS
(B) FOR DEPTHS GREATER THAN 50 m A MANHOLE SAFETY CRATING
IS REQUIRED MAX.SPACING BETWEEN SAFETY GRATES
IS 4-5 m
(9) FOR DEPTHS GREATER THAN 76 m, THE MANHOLE
MUST BE INOIVIOUALLY DESIGNED.
(101 20 MPA CONCRETE CRADLE SHALL BE PLACED
' UNDER PIPE AT THE MANHOLE, TO THE FIRST
JOINT
00 FOR BENCHING DETAILS SEE OPSO 1004.01.
(14 COMPACTED SAND BACKFILL WITHIN 1.014 AROUND MANHOLE.
' ALL DIMENSIONS IN MILLIMETRES EXCEPT WIDE NO
Town of Newcastte Public Works Department
2400 mm 0 PRECAST CONCRETE MANHOLE JAN.1988
T (FOR SEWER SIZES UP TO 1500 mm 0 ON STRAIGHT RUNS) N-105
1
i� LIFT 14GLE
' ® ® ® ® ® Q
93 1 ® ® ® ® 13
A C 13 ® ® ® ® m ® m
[ C®
13 93 ® U13 ® ®
® 13 1313 ® ® e
® 13 13 ® ® ® ®
STU".
TEAR OF CONSTRUCTIO
COVER PLAN_
.
FRAME PLAN
1.-1 l.._ :T
SECTION G-C
f
s»
2E
e
' Kz• N
.oD
c rf��J !lQlti'
J�LI I IVU7 AAA I. ALLOWAILK TOLERANCE FOR Or1000M Of 3OOww
OR LESS IS 3—
Z. ALLOMMALE TOLERANCE POp 0WENl107At GREATER T/MN
300 WwR ANO I.W TO $00 w 00=48110E IS t A—
3. TILE INITIALS OR MARK OF TIIE WMAJO LT IRER AAE
TO SE DISTINCTLY CAST IN IMISED LETTERS ON WTI'
FRAME AND COVEN Al wELL AS THE OCSIGNATION
STORM. AND YEAR OF CONSTRUCTION.
Town of Newcastle Public Warns Bepartnwnt
ROUND MANHOLE FRAME ; JAN. '988
AND CLOSED COVER N-124
' B
' A A
L
25 r CNAYfER
PRECAST TO BE IN CORRECT ALIGNMENT
Y WITH FACE OF CURB
FE 2
Y
O
Y3
m m
1
W I CATCH BASIN
cr
0 E
U 0
—to 1 114 300 300 1 114
Zx •
114 300 300 114
I
I
D o O
,,o
5 DIA.WEEPERS
ATCo
m REFER TO N-41,
M
h
N
tD
Al
75mm OF 19mm CRUSHER
RUN LIMESTONE (COMPACTED)
' SECTION A-A SECTION 8-8
' coNa1ETE— r ..r
REBWRCBIG — of•.w..al.-.. - s Gil . s•GI wElOEO wReE
613H COVERIM TOTAL AREA
M110Molml OE V M OF CATCH BASIN 4.O 0
MAX. HEIGHT PER. SECTION 1.0 w
wEEr MO[ES SNAIL BE PLACED SO THAT THE BOTTOM OF THE WEEPER ON THE W540E AND THE TOP
OF THE WEEPER ON THE OVi710E ARE LEVEL.
COMPACTED tARD BAO10'lll TO BE PLACED TO A. 611111. TH"WES3 OF 300 ww ON ALL su=. ALL 01192326"
Town of Newcastle Public Works De rtment
600 mm x 600 mm PRECAST CATCH BASIN "JAN. 1988
B
MORTAR JOINTS ON THE
OIUTSIDE FACE
A ` A
i
EAY
t
590 I 119
B
' PLAN BEAM
AN Will
u4 600 114 114 300 300 u4
Y NI-fONO GAA
300 r
23 M DIA. WEEP HOLES
V 0 0 0 O.. 0
O f
m n
' O1 N
O it
\—OPIENING FOR ISYf-NMAIN3 �
REFER TO N-418
H
0
0
m
0
COMPACTED 75mm OF 19mm CRUSHER RUN
LIMESTONE
SECTION A-A SECTION B-B
SPECIFICATIONS:
CONCRETE- ze MPS NOTES
REINFORCING- ql — ■ 101 a. 3 GA. MELDED STEEL MATS
COVERING TOTAL AREA 1 . MINIMUM I COURSE BRICKWORK
MAXIMUM'
BEAM- 2 I 4 TARS .
MAXIMUM DEPTH OF CATCH H BASSIN N 4..0 M MAXIMUM 300 mm BRICKWORK
MAX. HEIGHT PER SECTION I.B a,
WEEP HOLES SHALL BE PLACED SO THAT THE BOTTOM OF
THE WEEPER ON THE INSIDE AND THE TOP
OF THE WEEPER ON THE OUTSIDE ARE LEVEL.
' COMIMCIED SAND BACKFlLL TD BE PLACED TO A MIN. THICKNESS OF
300 Ptll ON ALL SIDES.
ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED
Town of Newcastle Public Works De artment
ft 2
TWIN INLET PRECAST CATCH BASIN DATE MAY 1990
((lf`D-rU A.n \A/1vuA1uA%
75m CLEARANCE FOR TOP TWO STEPS ONLY, SEE NOTE 6
FRAME AND GRATE AS SPECIFIED
1 CONCRETE CAP•
MIN I COURSE BRICKWORK,MAX.300 mm
' FOR MORTARING OF ADJUSTMENT. UNITS REFER TO
rm OPSO ' 7.04.01 OUTSIDE TO RECEIVE TWO
COATS OF BITUMINOUS PAINT.
0
MANHOLE SECTION TO MEET A.S.T.M.
SPECIFICATION C-47G OR EQUIVALENT
1200 M *IA.
ISO PAINGE OUTOM OF JOHrti
MESS SEAL OR EQUIVALENT RUIGER GASKET-
' O t5 town OIA. WEEP HOLES
J
°<
(OPTIONAL)
t
r
r \ 1
Ts N ru Of•M MNCRAIER RUN LWESTONE
HGO .M OIA (COMPACTED)
SECTION A—A
MANHOLE SECTION TO MEET A.S.T.M. }
GPECIFICATI00 C-4T1 OR EQUWALENT
1
PRECAST FLAT .TOP
1 I 1. METMT CONCRETE WE1 SHALL OE USED ONLY —II OAOIINO CONDITIONS
I
AAE ORT AN FIRM (STRIICTTIRALLY 90~1.
' I 2. POWAM FOR 300— GUMP GEYWEDI MANHOLE GAGE AND LOM AT WVERT.
S. A COSMMAFMN OF SECTIONS A.1,G MM GE USED TO ACHIEVE MWO MANHOLE HEIGHT_
4. P'ON" MO7(FILL T0:-6E. lACED TO A MINIMUM THICKNESS
A / \ A OF 100 ON ALL Sam
/i—�\ S. WCLP IIOLEi SHALL K PLACED lO THAT THE GOTTOM OF THE WElPEIt ON THE INSM
AND M TOP Of THE WEEPER ON-THE OUTSIOE ME LEVEL-
4. SOLID ALUMINUM MANHOLE STEPS TO BE POSITIONED AS PER
OPSD 405.01.
---_—
` \ I T. PRECAST FLAT TOP TO BE USED ONLY WHEN HEGHT Of PRECAST SECTION
�--� IS 1E11 THAN LG w
\\ / G. GASKET$ TO GE PLACED ASP ER MANUFACTURERS 7PECIfICATIONf.
' 1. FOR MH.OEPTHS GREATER THAN SO w A MANHOLE SAFFTT GAATHN` IS REQUIRED
PLAN ' N" S.RC/RG GETI.EEN SAFETT GRATES IS 43 w
I
I I 10. FOR Of►TNS GREATER THAN 73 w THE MANHOLE MUST 1E INDIVIDUALLY OESIGHE
1 1 to. 2OMPA CONCRETE CRADLE SHALL RE PLACED UNDER fHPE AT THE 11"HOOLE,
TO THE FIRST JOINT.
EXCEPT U94FW' 12. COMPACTED SAND BACKFILL WITHIN 1.O M AROUND MANHOLE.
Town of Newcastle Public Works Departmen
CHECKED ` ~ 1
,� C'aM,�c� 1200 mm f PRECAST CONCRETE DATE DEC. 1987
... D CATCH BASIN MANHOLE
(FOR SEWER SIZES UP 70 600 mm ON STRAKW RUNS) N-206
a
W
( W
W W 2
N J
W F
47 } W
Cr
� W
1 � a
o a a
csr �1 U0
I
i I 1
yMIN. SLOPE 2
SUITABLE DEPTH
•O1 '� �C`��I�� ALLOW FOR
WATERTIGHT PLU;flTO CONNECTION TO
PIPE BEDDING AS HOUSE WEEPING
•• P
i o
COMPACTED 19 mm PER N-307 TILE.
ISO mm d P.V.0 "'• CRUSHER RUN LIMESTONE
i.. G
( S.D.R. 28 1 PIPE
1 PROFILE Ii
22.5* P.V.0 SWEEP BEND
OPENING TO BE MACHINE-CORED ISOmm 0 BRANCH OFF S•
1 IN FIELD MANUFACTURERS TEE
P.V.C. BRANCH TO BE FIRMLY
45• MORTARED TO MAIN SEWER .
(WATERTIGHT)
BRANCH NOT To PROJECT
INTO SEWER.
1
CONNECTION FOR SEWER
' MAINS 450 mm 0 81 SMALLER
' CONNECTION FOR SEWER MAINS
525 mm 0 & LARGER
' Town of Newcastle Public Woks Department
CHECKED BY:
REVISION NO. �
PPROVED P.V.C. STORM SEWER DATE: FEB. 1988
DATE: SERVICE CONNECTION LPWPL YZ J.R.M
JULY 25_,19 88 3TAno "D N-30
I
MIN. 4 50 ---+•�
ol NATIVE MATERIAL TO BE
COMPACTED TO 9 5 %
PROCTOR DENSITY .
SAND BACKFILL TO BE '•- -•�'
COMPACTED TO 98 % .:•' ,`.,1::�� '•�:
PROCTOR DENSITY
Ca
I N
z O
19 mm CRUSHER RUN LIMESTONE
—TO SPRINGLINE OF PIPE
TO BE COMPACTED TO 98%
PROCTOR DENSITY TO WALLS
OF TRENCH
' ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED
Town\ of Newcastle Public Works Department
CHECKED \ REVISION No. I
-S
•PPRO YE D
BEDDING DETAIL FOR P.V.0 DATE DECJ87
STORM SEWER SERVICE CONNECTION N-in7
1
' E LOT
E
E
E E
n ' E
to
1 v 1
WW
5W >
4
CO jr
0: to \
Q D_
0.6m �-!
I
- t---1.5m
A _r A 1° SOUTH OR WEST P/L
E —
1 SHUT-OFF M
I VALVE
I �
MANHOLE
'=f
:!$ OVER
• :
=4:=
%•M%Ml► . •��?A: : .7T 17f. :7'7' .7 •. { :•}fi'. L..J±LYL.•i.•�... ....... SGI�GtS
1
-----_----- _- ---�-WATERMAIN
HYDRANT
' NORTH OR EAST P/L
W j NOTES:
H 1.SERVICES TO EXTEND L5m(INSIDE P/L.
H >- H FINISHED GRADE
` 7 Q 2FOR STORM SEWER SERVICE CONNECT
p Z �++ REFER TO N-306.
ED N q 3 3.FOR STORM SEWER BEDDING DETAIL
E soo LSOO REFER TO N-307.
40
SECTION A-A
' N.T.S.
ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED
Town of Newcastle Public Works Oeoartment
CN REVISION No, 1
'
A VE HOUSE `SERVICE LOCATION DATE DEC., 1987
8E 12 N — 310
D D n
v m
c m 0 - — 20.0
r
-t m m
N
RD. ALLCE.
N,
OD Z 3 0 n-
aD (D J 4.0
a
8'S
0 w
O
.mot 4.25
cD
uf-i Q 10
LLJ w _
n 'D cr °- o X
t-' 0 w O
C n n I ' 3,0 Z
C7 H OFFSET TO HYDRANT,
I-
Z o J MINIMUM PAVEMENT DESIGN I CURB STOPS
G) cn LL p 40mm ASPHALT SURFACE COURSE-HI-3 I
O I O 50mm ASPHALT BINDER COURSE-HL 8 15 0.75
O F- I GRAN.'A'-150mm
�7 O N - 015 MIN. I
GRAN.' 300 mm
1 4•
Ul
of
GAS
O (D.-
Z �_ 0/0 o BOULEVARD
UTILITY 11 SLOPES t 2%
f 0 6 SUBDRAIN O IP
O DUCT cu SEE N-418 1.5 1.5
D D 2-5 WATERMAIN-
p -I (/> STORM 4.25
SEWER + , SANITARY
O 0
Q NOTES
O
1. MINIMUM PAVEMENT DESIGN FOR AN 8.5 m INDUSTRIAL ROAD SHALL BE r
Z 40 mm ASPHALT SURFACE COURSE - HI-3 O 80mm ASPHALT BINDER COURSE - HL
150mm GRANULAR 'A'
450mm GRANULAR 'B'
D i
2 �1 y
ZO Z
o D O
I -
(D
O O _+
Wn I nor rnr� roc nr rnvri�r t 1n
i
PROPOSED i EXISTING
' A A
A
�\ 4
' FISHTAIL
' EXISTING ASPHALT TO BE GROUND OUT
BASE ASPHALT JOINT
4
a;
z
1
PROPOSED INVERTED FISHTAIL
PAVEMENT
300
4 MIN.
50 MAX.
TO BE BURNED OR
TO BE PAINTED WITH GROUND OUT
\\\ BITUMINOUS EMULSION
SECTION "X—"A" EXISTING
PAVEMENT
Town of Newcastle Public Works Department
CHECKED.BY: REVISION NO.
' .
APPROVED URFACE PAVEMENT JOINT TREATMENT DATE` APR 88
DATE : N-420
',I v oc [CIO.
1
25 75
' 300
f.
0
-17 O
e:: . to
O M
In _ N
N a;
N
a
r�
500
' STANDARD CURB AND GUTTER
NOTES
175
1. CONTRACTION JOINTS EVERY 4.0 m.
' 2. CURING COMPOUND IS TO BE SPRAYED S r
ON CURB 6 GUTTER WITHIN I HOUR
OF FINISHING. 'Q
3. STRENGTH OF CONCRETE IS TO BE A
MINIMUM OF 25MPa AT 28 DAYS
' WITH 6% ±1•/. ENTRAINED AIR. `
4. FOR DRIVEWAY DEPRESSIONS. 0 to
REFER TO N-718 J e, V*
250
STANDARD CURB
' ALL DIMENSIONS IN MILUMETRES EXCEPT WHERE NOTED
Town of Newcastle Public Works Oepartment
CHECKED REVISION No.
'
APPROV TYPICAL SECTION OF DATE
UAIL ED STANDARD CURB AND GUTTER
JULY 25.1988 AND_____STANDARD __ _CURB N - 501
oa I
o r I 25
A ,> ,A >
300
2-15M GRADE
400 MPa REINFORCIN
STEEL, 1.2 m LONG
' STAGE 1, '-�—SHAPED AREA
STAGE II
SEE NOTE o
B -----�y DETAIL
' Y Y 1.2 m
EXPANSION JOINT
Y SEE DETAIL
U Y
' x U I 1 n
m(r 1
m `--- — ———�----
� E
' 0 c I — --- -------
0 0
v0
— M
Z_ X
300
0 0 0 0
1
SECTION A—A SECTION B—B
NOTES:
[. FOR GRATE SPECIFICATIONS SEE N-218.
2. STAGE I = TEMPORARY ASPHALT FILLER AROUND CATCHBASIN.
STAGEII: REMOVE ASPHALT FILLER AND COMPLETE CURB IN ONE POUR.
' 3. WHEN POURING STAGE I AND STAGE II OF CURB SMOOTHEN THE ENDS AT THE
CATCHBASINS FOR FUTURE EXPANSION JOINTS.
' 4. CONCRETE SHALL BE A MINIMUM OF 25 MPa AT 28 DAYS WITH E;%:i 1% ENTRAINED
AIR WITH A DENSITY OF NOT LESS THAN 325 kg/m3 .
5. FOR BRICKWORK DETAIL REFER TO OPSD 704.01.
' ALL DIMENSIONS ARE IN MILLIMETRES
Town of Newcastle Public Works De rtment
Fwvtmm No Dot
CURB & GUTTER DETAIL
1"s ,_ 12 AT CATCHBASIN N - 502
25
300 1 175
'p.
TT
0 0 =
'A SO rn
'0 w
N
TOP ASPHALT _ __ 0 V)
—� 0 li
SEE NOTE 3 \0 N 0 — M
1-1 to
BASE ASPHALT 50L_ a ,�
~ f
' [4100 22 75 80 IOO — <
500
NOTES
1O
1. CONTRACTION JOINTS EVERY '4-Om-OF STAGE 1 . Q'
' 2. CURING — STAGE I: BURLAP AND WATER ONLY.
— STAGE II= CURING COMPOUND IS TO BE SPRAYED to
WITHIN 1 HOUR OF FINISHING. N
' 3. BASE ASPHALT TO BE TRIMMED BACK SUFFICIENTLY TO
ALLOW FOR MECHANICAL COMPACTION EQUIPMENT OF
HL3 FILLER(MINIMUM 150mm). ANY EXCESS CONCRETE
TO BE REMOVED.
' 4. STAGE II CONTRACTION JOINTS TO ALIGN WITH
STAGE I CONTRACTION JOINTS. r t50 -
5. CONCRETE TO BE 25 MPa WITH 6%='1% AIR ENTRAINMENT,
MINIMUM 325 kg/m CEMENT. IQ M STIRRUP DETAIL
G. STAGE I TO BE CLEANED THOROUGHLY WITH COMPRESSED
AIR AND FLUSHED WITH WATER JUST PRIOR TO STAGE H
APPLICATION.
7. FOR DRIVEWAY DEPRESSIONS, REFER TO N-718
' Town of Newcastle D rtmmt
Public Works
CHECKED REVISION' Na.
'
" °"E° DATE
TWO — STAGE CURB & GUTTER
�� N —503
r
O
PROPERTY _LINE }
N - 2.0
LOCATION OF EXPANSION JOINTS
MAXIMUM OF 4 BAYS BETWEEN EXPANSION JOINTS
y / DRIVEWAYS --�
a @ Jy a.^' .»y `- �* `"i sir
EXPANSION
' JOINTS
w
1.5 O.75 z
' �771 a
0
m ¢
r a
H
to ¢ 3
O w
' O
00
NOTES
I. COMPACTED GRANULAR A' TO BEUSED WHEN NATIVE MATERIAL IS DEEMED UNACCEPTABLE BY THE TOWN.
2. CURING COMPOUND IS TO BE SPRAYED ON SIDEWALKS WITHIN I HOUR OF FINISHING.
3. STRENGTH OF CONCRETE IS TO BE A MINIMUM OF 25 MPo AT 28 DAYS WITH A MAXIMUM SLUMP OF
' BO mm , 6•/.r 1 V. ENTRAINED AIR.
4. SUBGRADE AREA UNDER PROPOSED SIDEWALK IS TO BE WELL COMPACTED, THEN DAMPENED PRIOR TO
POURING OF CONCRETE.
' 5. EXPANSION JOINTS ARE TO BE PLACED TO THE FULL DEPTH OF SIDEWALK AND ALSO WHERE
SIDEWALK IS TO ABUT ANY RIGID STRUCTURE.
6. CONTRACTION JOINTS ARE TO BE 25% OF FULL DEPTH OF SIDEWALK.
' Town of Newcastle Public Works DeP alment
«ED BY: ION No.
TYPICAL SECTIONS DATE:
DATE:
APPROVED OF eY: J.R•M
DATE : ULY 25,1988 CONCRETE ( SIDEWALK STANDARD
NO., IN -50,
1 -
1
P/L
O
0
' SLOPE
MIN.P•/. SIDEWALK
MAXB
DEPRESSED CURB
EXPANSION
JOINTS
BOULEVARD
' CURB TO BE DEPRESSED
WHEN LENGTH IS LESS
THAN 2.0 m
DEPRESSED
' CURB
NOTES
' FOR DOWNTOWN AREAS., RAMP CONFIGURATION SHALL BE DETERMINED ON AN
INDIVIDUAL BASIS.
EXPANSION JOINTS ARE TO BE PLACED TO THE FULL DEPTH OF SIDEWALK .
CONTRACTION JOINTS ARE TO BE 25 % OF FULL DEPTH OF SIDEWALK .
Town of Newcastle Public Works rtment
CHECKED REVISION No.
APPROVE
SIDEWALK RAMP DATE JAN.1988
DATE AT 1 NTERSECTION N - 505
' STEEL POST - SQUARE HOLLOW SECTION 5Ox5OxM(GAUGE)
- FINISH TO BE BAKED ON OR EQUIVALENT
' - BROWN IN COLOUR
Cx6" PRESSURE TREATED SPRUCE
2x6" PRESSURE TREATED SPRUCE
60
o
0
m
I
1—
w
A A x
x
a
60
I F- MAX�LOWER PORTION OF POST TO BE UNPAINTED 1200
SONG TUBE IF NECESSARY
t
20 MPA CONCRETE
.F:- - 150
T NYr�.wi
40-0 T
2400 0.C.
SECTION A-A
FLAT CAP TO BE FRICTION FIT PLASTIC.
' 50 x 50 STEEL ANGLE BRACKET WELDED TO STEEL POST .
160: 2"x6" PRESSURE TREATED SPRUCE ATTACHED TO STEEL ANGLE
ON TOP AND BOTTOM WITH ONE 6mm 0 x 5Omm
LAG SCREW
II
GALVANIZED OR EQUIVALENT WOOD SCREWS,
O cr 8 PER BOARD.
O
' ALL DIMENSIONS IN YILUMETRES EXCEPT (HERE NOTED
Torn of Newcastle PWic Works r ffmt
CHECKED" ( REVISION No.
��\~Y y OD SCREEN FENCE OATE�
APPROVED WOOD
GATE N - 605
' r
z
J J
H
y
W W ILOwf TO at CARRIED AROUND
«OVEC IM OCI1N(D twAlEf
^ • LOCATED *[Soot LOT LINES
1
I
2•d. NW S.AL( GRADE
eEMINO APRON LOCATION
OI 1LO. 01VISION POINT
' VARltf—WITM ROAD .RA of
TO evil
PLAN
SPECIr1E0
' LOT GRADE
rPOrl LOT ELEVATIO.1
Or CORN(R
x H=1-5 MAX.
' = 1
2 a
f
00 2y MIN. 5•/. MAx__
+
2% MIN SIDE
SWALE n2
�+ SETOACR MOUSE DEPTH o 3.0 z
WIN J
2
BOULEVARD 6.O MIN.
of
a
ELEVATION Cr
' ALL DIMENSIONS ARE IN METRES
Town of Newc stle Public Works De artmen
' CMX / RE V1510N tic 1
AP" FRONT LOT DRAINAGE J`TI APR. 88
._� as r w in
R
C
I
S
1
� F
w
V
M
' M
I
i
I DRAINAGE SWALE It
NOTED. MIN. GRADE
1
1 TO BE 2.0
PLAN
' SPECIFIED
LOT GRADE 21/. MIN. SIDE YARD SWALE
' FRONT LOT ELEVATION
OF CORNER f
% O
=t J
1 x Q¢ 2
O O
�f ¢
00 �_ 2 0 a MIN.
2-0•/. MIN. 5'0% M —
• AX, H= 1.5 MAX.
Z-2 2
SETBACK HOUSE DEPTH
•/. 6.0 MIN.
BOULEVARD
' NOTE
ELEVATION IF ATTACHED GARAGE IS
CONSTRUCTED THEN REAR YARD
SLOPE MAY COMMENCE '1T REAR
WALL OF GARAGE .
' ALL DIMENSIONS ARE IN METRES
Town of New rite Public Works Department
cam.
REVISION Mo I
REAR LOT DRAINAGE DATE APR. 88
aTE ___111 _ IA47
1
1 � �
I
1
1 1 �
Y
OJ
I _ f
I R R:, I
CONTWX LOW
-- — — LOCAL ROAD — —
J�
1 R-6 ;•R-6
- 1
I
�R-9-- R=9-�
_ o
Q
O
cr
J
Q
U
O
J
t
1 1 NOTE:
' R- 6 - RESIDENTIAL
R- 9 -INDUSTRIAL AND COMMERCIAL
I
' NOTE, MEASUREMENTS IN METRES AN61OR MILLIMETRES UNLESS OTHERWISE SHOWN.
Town of Newcastte Public Works , Department
t CNK•D: /J , REVISION Ne.
APP'0; (�•,,-,�'( - CURB RETURN RADII FOR oA"M:
DAM: INTERSECTING LOCAL ROADS__ t►�_�n 1
1
1
1 11
1 Y
J
1
R.•9 c R=9
V
1
OOIR110L uom —
1 - - —COLLECTOR ROAD
1
1 R=9 I R• 9
0
Q
O
i J
Q
v
O
J
1 1t
1 1
1
1
1 NOTE: MEASUREMENTS IN METRES AND/OR MILLrM--TRES UNLESS OTHERWISE SHOWN
Town of Newcastle Public Works Department
CURB RETURN . RADII FOR >M�:
INTERSECTING COLLECTOR AND LOCAL ROADS N-702
roes Iz Iz
PROPERTY LINE
/e 25
R
135 R 475
Q�_ c
1 19R 15R
' PC. I PC,
5.75 8.50 5.75
10 I IO
' 20
tNOTE: MEASUREMENTS IN METRES
Town of Newcastle Public Works Department
CMK'D- � /J REVISION N.
. C QM.I.GIa�
DATE: DEC . 1990
TYPICAL RESIDENTIAL CUL-DE-SAC
DATE --- _ _ N-710
O.3m VERTICAL TAPER
DEPRESSED CURB TO I ?O E
_
BE THE LESSER I �- PROPERTY LINE
OF THE TWO
z
OR
WIDTH OF GARAGE
DOOR + 400mm
ON EACH SIDE,
' BUT NOT GREATER '
THAN 6-0m .
E
rn
z
\ - - - -
� STREET LINE
STREET
LINE
MIN. 150mm GRANULAR 'A' OR
CRUSHER RUN LIMESTONE (COMPACTED)
COMPACTED SUBGRADE
LIMIT OF STREET
APPROACH PAVING LINE
2% —8%
7!!MIN. 50mm HL3 ASPHMIN. 15omm GRAN. 'A'
CRUSHER RUN LIMESTONE (COMPACTED)
COMPACTED SUBGRADE
Town of Newcastle Public Works De rtment
CHECKED REVISION No.
DRIVFWDY APPRnorN FOR DATE ,Au IQQI
MANHOLE FRAME E COVER
7! nm :LZAAANCE FOR TOP TWO STEPS ONLY SEE NOTE S
SEE NOTES CONCRETE CAP
71 / ` MAXIMUM 300 mm 6RICKWORK
'- CENEN7 BRICK SET IN 3 PAATS.
2S0 6B5 mm OIA IJQ SAND, I PART CEMENT MORTAR WITH /(
IS mm PARGEO ON OUTSIDE, SEALED WITH 23gj 6B5 min OIA 230
TWO COATS Of BITUMINOUS PAINT.
O
O
MANHOLE SECTION TO MEET A.S.T.M.
SPECIFICATION C-178 OR EQUIVALENT °
e,
130 1200 mm 01A. �e. 130 I+'
130 ROO mm DIA. ISO
--- PARGE OUTSIDE Of JOINT!
2
PRESS SEAL OR EQUIVALENT RUBBER GASKET
u.
z
E; 127 e
E� P
^'
o. I
- A
WI
ml O, .�
a ,O,
° 20 MPG CONCRETE BENCHING TO BE FOAMED
AFTER MANHOLE IS ERECTED
SEE TABLE- i
MIN.OF 73 mm OF 19 mm CAUSHED STONE COMPACTED - -
' I 6060 mm DIA. i 11 1460 mm OIA.
SECTION A-A SECTION 8-8
200 1 685 mm DIA. p•
A ~
HEIGHT OF BENCHING ABOVE INV.OF OUTLET PIPE
MANHOLE SECTION TO MEET A.S.T.M.
SPECIFICATION C-478 OR EQUIVALENT •° PIPE 300 350 I"S 'o0 0600
mm T mA
DIAMETER 200 mm mm mm Bmm INCLUSIVE
BENCHING 0 5 PIPE I'S OS PIPE OS PIPE
1 1200 mm OIA ISO REQUIRED DI♦ m m DIA-50mm gA.17S mm
(LOWEST BENCHING SHALL GOVERN)
8
PRECAST FLAT TOP
NOTES'
' 1 I 1. PRECAST CONCRETE BASES SHALL BE USED ONLY WHEN GROUND CONDITIONS
I
ARE DRY AND FIRM (STRUCTURALLY SOUND).
2. TOP OF BENCHING TO BE SLOPED AT 2 % TO CHANNEL.
250 3. ANY PIPES ENTERING THE PRECAST SECTIONS, MUST NOT ENTER AT A
' AA MANHOLE SECTION JOINT.
• �� A60 4 LIFTING HOLES PRECAST SECTIONS TO BE COMPLETELY FILLED WITH 3 PARTS
/ \� \ SAND, ( IN PART CEMENT MORTAR AND POINTED BEFORE BACK-FILLING.
S. MANHOLE STEPS' TO BE POSITICNED AS PER STANDARD 5111.
1 \ / 6. PRECAST FLAT TOP TO BE USED WHEN TOTAL HEIGHT OF PRECAST SECTION
\—� IS LESS THAN 660 m.
T. GASKETS TO BE PLACED AS PER MANUFACTURERS SPECIFICATIONS.
S. FOR MH.OEPTHS GREATER THAN SO m A MANHOLE SAFETY GRATING IS REQUIRED
PLANA N I I MAX SPACING BETWEEN SAFETY GRATES IS "m.
1 I 9 FOR DEPTHS GREATER THAN 75 m THE MANHOLE MUST BE INDIVIDUALLY DESIGNED.
I I 10. 19 mm CRCSHEO CLEAR STONE SHALL BE PLACED UNDER PIPE,AT THE MANHOLE,
B TO THE FIRST JOINTS.
II. THE FIRST PIPE LENGTH OUT OF THE MANHOLE SHALL NOT EXCEED 180 m.
' ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED 12. FOR BENCHING DETAIL SEE STD. OWS. MG.5-113
THE REGIONAL MUNICIPALITY OF DURHAM DEPARTMENT OF WORKS
CHECKED REVISION NG. 5
pppgpvEp 1200 mm PRECAST CONCRETE MANHOLE OAT`
196e OS 08.
(FOR SEWER SIZES UP TO 600 mm ON STRAIGHT RUNS)
03 10 C _ 'O'
r
r
r
-LIFT HOLE
Co r �
� ® ® ® 03 ® 03Mi 03 A
C® ® ® ® ® ®!®
' 0303 ®
I 03 ®0
® ® L_J
0303 ® ® 03 03 ® ® ®
' 03 03 0303 03 0 ® 03 03
® ® M0303 M03
COVER PLAN SEWER OR WATER
' 43 MAX.
CLEARANCE-- 624
FRAME PLAN 114 N 2B zz
I—� i r i r49
—+ 16 I2T
1
' SECTION C—C
676
633
624 \
r \
49
378
51
1 575 al o� 49
L
667
600 SECTION B—B
/�
NOYES:
SECTIONA—A 1. ALLOWABLE TOLERANCE FOR DIMENSIONS OF 300 mm.
r OR LESS IS t 3 mm.
2. ALLOWABLE TOLERANCE FOR DIMENSIONS GREATER THAN
300 mm AND UP TO 900 mm INCLUSIVE IS t 6 min.
3. THE INITIALS OR MARK OF THE MANUFACTURER ARE
TO BE DISTINCTLY CAST IN RAISED LETTERS ON BOTH
FRAME AND COVER.AS WELL AS THE DESIGNATION
SEWER' OR 'WATER.'
rALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED
REVISION No. 4
APPROVED SQUARE MANHOLE FRAME DATE 1985 04 13
DAT_,E�/�Wlt/i�+� AND CLORFn rnvPp ._ . . _
TO FIT IM E TO BE SLOPED
TO FIT GRADE OF ROAD
/ MORTAR
PROPOSED PAVEME
°
/ r
L-G*R A tLAR
° •J BOSE�
•> > ° o° MANHOLE STEP is i • °°
TYPE !
°o Saf
, o' °a•°e d •. .O TOP Of EXISTING CONCRETE '°°''-°•°°
II 'p•,
•d i -TYPE A STEP
A O _ =
' MAN A R C A A'{
CEMENT BRICK SET IN
3 PARTS SAND, I PART O
A
CEMENT MORTAR WITH p '' EXI3TIN0 MANHOLE WALLS— A
' 13 mm PARGING ON OUTSIOE,
SEALED WITH TWO COATS Of
BITUMINOUS PAINT. G
' NOTES:
I. A MANHOLE STEP IS TO SE PLACED IN THE MASONRY ADJUSTMENT ONLY WHEN THE TOTAL HEIGHT
IS 300—OR GREATER UP TO A MAXIMUM OF 430 mm. FACE'OF STEPS IN MASONRY ADJUSTMENT TO
LINE UP WITH FACE OF STEPS IN CONCRETE.
2. IF REQUIRED MASONRY ADJUSTMENT IS GREATER THAN 450 —,REMOVE TAPERED TOP SECTION AND
INSTALL PRECAST CONCRETE FILLER SECTIONS AS REQUIRED. HEIGHT OF MASONRY ADJUSTMENT
IS NOT TO EXCEED 450 siq.
ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED
THE REGIONAL MUNICIPALITY OF DURHAM DEPARTMENT OF WORKS
'
CHECKED REVISION No 6
ADJUSTING RIM OF EXISTING DATE 198605 09
APPROVE PP; re-qT rntirQC-rc AAAKIuni c .. a 10%
' SLIDE TYPE
SOLID STEEL E
OR FIBERPLAS
EXTENSION
STEM
FINISHED GRADE FINISHED GRADE
I
135mm SLIDE TYPE
~-VALVE 8OX k COVER
I I
.�
0 50
I 0
tiz
IRON CENTRE EXTENSION a�-
I i + (AS REQUIRED)
I
I i
I
i
50mm OPERATING NUT
OPEN TO LEFT
GUIDE PLATE
I
EXTENSION STEM TO BE NON-RISING STEM
FASTENED TO OPERATING
NUT WITH 2 SET SCREWS
RESIDENT SEAT
M.J. GATE VALVE
WATERM AIN A.W.W.A. C-509
�
t
/ GLAND RING ' ••r I
••.i., GASKET
19mm CRUSHER SOLID CONCRETE BLOCK
' RUN LIMESTONE
150mm x 150mm x 300mm L O.'ID.�
NOTES-
1- VALVE BOX TO BE ADEQUATELY BRACED WHILE BACKFILLING
AND MUST REMAIN PLUMB
2. VALVE BOX EXTENSION TO BE USED ONLY IF REQUIRED.
J. REFER TO SCHEDULE 'C' OF STANDARD WATERMAIN
SPECIFICATIONS FOR PLACEMENT OF MARKER STAKES.
4. VALVE TO BE COMPLETELY BACKFILLED WITH 19mm
CRUSHER RUN LIMESTONE.
5. WHEN THE DEPTH OF THE OPERATING NUT IS GREATER
THAN 2.0m BELOW FINISHED GRADE AN EXTENSION
' STEM IS REQUIRED.
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTE
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTL
CHECKED: RLASION NO.
100mm TO 300mm GATE VALVE
DEC 199
1991 11 15 AND VALVE BOX S'4(
FINISHED GRADE VARIES
FINISHED ROAD GRADE
J
ROD
j of I
m°i w SERVICE BOX ECLIPSE PATTERN NO. 9 o
- Ro \ o l
��Z CURB STOP MUELLER ORISEAL COMPRESSION - z
_ JOINT NO. H-15209 OR AN APPROVED �I
zw
zi N EQUIVALENT.
COPPER TO COPPER COUPLING MUELLER a
COMPRESSION JOINT NO H-15403 OR 5
AN APPROVED EQUIVALENT (TO BE USED la
WHERE REQUIRED). j
SERVICE GROUND CLAMP C/W
' ANODE WIRE CONNECTOR
COPPER SERVICE PIPET CRIMP END OF
j TYPE 'K' f/ PIPE.
1 ,5
150-�
9 5.4 kg ZINC ANODE) 50 mm x 150 mm x 300 mm
CEDAR BLOCK PLACED
NON-FERROUS ON UNDISTURBED GROUND
WATERMAIN 2300
I
�- CORPORATION MAIN STOP
MUELLER COMPRESSION JOINT NO, H-15008
OR AN APPROVED EQUIVALENT AND BROAD BAND
STAINLESS STEEL SERVICE SADDLE
(CAMBRIDGE BRASS SERIES 304 OR AN
APPROVED EQUIVALENT)
' NOTES:
1. FOR CONNECTIONS LARGER THAN 25 mm. REFER TO
THE REGIONAL MUNICIPALITY OF DURHAM FOR THEIR
REQUIREMENTS FOR FITTINGS.
2. ALL MATERIALS TO BE SUPPLIED BY THE CONTRACTOR.
3. THE WATER CONNECTION SHALL BE LAID FROM THE MAIN TO
1500 mm BEYOND THE PROPERTY LINE. IN NEW SUBDIVISIONS ONLY.
4. HORIZONTAL GOOSE NECK TO BE USED WHEN COVER LESS
' THAN 1700 mm.
5. WATERMAIN TO BE TAPPED UNDER PRESSURE.
6. SERVICE GROUND CLAMP TO BE WRAPPED WITH 'SCOTCHFILC
ELECTRICAL PUTTY OR APPROVED EQUAL.
7. ANODE TO BE PLACED AT LEAST 1.0 m AWAY FROM THE SERVICE
AND AS DEEP AS THE BOTTOM OF THE SERVICE.
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
' THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED ; , LAYOUT OF PIPE AND FITTINGS FOR REVISION NO. `
APPRQWWL' 19 mm AND 25 mm COPPER WATER DATE: DEC 1992
DATE 1976 03 1010 SERVICE ON NON - FERROUS WM S- 414_
IL
SAWCUT SLOT IN VALVE BOX
NOTE : 1. TRACER WIRE -
COATED. 7 STRAND,
12 GLAGE TW75,
TWU75 OR
RW90XLPE WIRE
RATED AT MINUS
40' C.
2. TRACER WIRE TO BE INSTALLED
OUTSIDE LOWER VALVE COX AND
BROUGHT INTO UPPER SECTION,
OF VALVE BOX AND LOOPED AT TOP.
1 LOOP TO BE MIN. 450mm IN LENGTH.
3. CONNECTORS USED FOR SPLICING
TRACER WIRE SHALL. BE WING NUT
TYPE. WITH NYLON SHELL AND
NON-CORROSIVE STEEL WIRE SPRING.
4. TRACER WIRE TO BE INSTALLED IN
ALL VALVE BOXES INCLUDING
SECONDARY VALVES AT FIRE
HYDRANTS.
' VALVE BOX
AS PER S-408
IONS IN MILLIMETERS EXCEPT WHERE NOTE
' THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
REVISION NO. 9
TRACER WIRE ARRANGEMENT AT DA IT: ?99111
' UAIL 19790815 VALVE BOX FOR P.V.C. OR C.P.P. W.M. 5-429
E HYDRANT
I
0
I FINISHED GRACE
NTI
I
—ADJUSTABLE VALVE BOIL TO BE
SET FLUSH WITH FINISHED GRADE
o I
I -
. I a
I
19 mm CRUSHER RUN I
LIMESTONE COMPACTED
TO SS% PROCTOR
' DENSITY 150— P GATE WE VA MAX 600
MAK. 600 I 170 M F 0.1.OR
P.V.C. WM. I pp
t - +
p .•• A s ..•
t 'O.
In ° 4 VIN. 600
3
JOINTS TO BE MECHANICALLY RESTRAINED ANCHOR TEE
REFER TO NOTE I FOR METHOD Of
BOND BRE RESTRAINING JOINTS CONCRETE BLOCK
H CONCRETE BLOCK BOND BREAKER N Hlw� CRUSHER RUN
LIMESTONE COMPACTED
300 m- ■200 mm ■200 mlw TO "% PROCTOR
DENSITY
NOTES
' L WHEN P.V.C. WM. IS INSTALLED,JOINTS ARE TO
BE RESTRAINED USING UNI-FLANGE SERIES 1300
RESTRAINER (OR APPROVED EQUAL) AS PER
DWG. 5-430.
WHEN 0.1. WM.IS INSTALLED,JOINTS ARE TO
BE RESTRAINED USING RETAINER GLANDS AS
PER DWG. 5-417
2.CLASS 0 BEDDING TO 13E USED FOR 0.1.WATERMAINS
(REFER TO DWG. S-400. CLASS E OR F BEDDING
TO BE USED FOR PY.C.WATERMAINS (REFER TO DWG. S-4231
3.HYDRANT DRAIN HOLES TO BE PLUGGED.
4.HYDRANT EXTENSIONS TO BE INSTALLED AT BOTTOM Of
BARREL.
S.ANCHOR TEE. VALVE B HYDRANT TO BE COMPLETELY `
BACKFILLED WITH I9 am CRUSHER RUN LIMESTONE.
6.WATERMAIN TRACER WIRE TO BE INSTALLED IN
VALVE BOX AS PER STANDARD DRAWING S-425.
ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED
THE REGIONAL. MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED W-VI31CN No. 3
APPROVED HYDRANT ASSEMBLY WITH DATE 1989 08 08
MECHANICALLY RESTRAINED JOINTS C..d�7
rr rr ■■� r� rr �r r� rr rr r r r rr r� r� �r r� r r
825
l
25--1 I--- 600 108
t C In 552
U) a 19 mm dio.rod 64
_- T_ -------- -_"c - - - - - - ---, 3 � 11
-�- r T t T 04 441•- � co Ln M A�- ( I F� - / - / /'-i/ i 7_ I
.- -lJ ✓V T
57 - � � // // // / /J 1 m
in
N I -
♦
Mi j N
_L '151 of tD
co
102 T Nc%
M 7676 4 I ^\ \\\\ \\\ \\ \ \\ \ \ 1 a
N - i
i ' O M
I \ \ \\\ \\ \ \ \ I
102 51 66 a\ \\ \ l m i
j I9 Ln 70 32
B GRATE PLAN S ECTION C-C
F' ICI
L1152 R=838 R=4.57m
FRAME PLAN SECTION B-B M -178 mm (Typ) 25mm
Q I (Typ)
657 T— 41-9
17 102 623 17 1 R=25mm R=25mm
Slot l (Typ)
detail SECTION D-D SECTION E-E
below
o32� �, to y I I
� H-TIO _W fn N o L' NOTE:
- - - - --- ' 1 j A All dimensions are in millimetres unless otherwise shown.
I--105 615�105� '
SECTION A-A ONTARIO PROVINCIAL STANDARD DRAWING Date 1 1987 03 31 Rev I
X29 \ R=14.5mm CATCH BASIN , CAST IRON date _
SLOT DETAIL FRAME & DISHED SQUARE GRATE
nPSn - 400 01
I
—•.PI�tCurb
T
--1 1 •• Paul- Curb
i /Top of grate elevation 75 mm min clearance Top of grate
Top of grate elevation for adjustment of frame. elevation
Standard frame Frame to be set in Standard frame
Standard frame cement mortar (T p) and rate r
and grate and grate I —(� (Ty p)
IL
— T
_ i1 Adjustment units
111A I 0 Mortar Min of one; Max of three Mortar
° � o
d
° 6 D
o D e
Do
SECTION THROUGH
SECTION THROUGH
SECTION THROUGH CATCH BASIN
TAPER CONE FLAT CAP
Ladder rung .� /_
- -_ — _ I —— — — — — —— —
-- — j
Adjustment units Note
for manholes with Frame and grate _
round openings , Adjustment units for
(Available in catch basins with
sections or I square openings
continuous units) I (Available in sections
I I or continuous units)
i
Flat cap I —Catch basin
Taper cone I Riser section
I
NOTES: ONTARIO PROVINCIAL STANDARD DRAWING Date 1198312 01 Rev
I Adjustment unit shall include
ladder rungs to maintain the
Date
m spacing between runs MANHOLE AND CATCH BASIN
300 m p g 9
and as specified . S CONCRETE ---- - —
PRECA T --� - - -
A All dimensions are in millimetres
unless otherwise shown. ADJUSTMENT UNITS 0PSD - 70-4. 01
I
8 TABLE 1: POSTS 'C' (mm)
Posr L (SEE TABLES) Posr L (m) - 1.20 1.50 1.80 2.10 2.40
GALVANIZED NAILS GALV 44x140�nm CAPRAIL H- 1.2m 150 150 150 150 150
NAILS GROOVED TO SUIT
44 1 �00 i;� TONGUE OF BOARD 1.5m 150 150 150 150 150
100 100 1.Bm 150 150 150 200 200
_
2.1m 150 150 200 200 200
2.4m 200 200 200 200 200
1 1
—44040mm TONGUE
GROOVED BOARDS ! TABLE 2. FOOTINGS 'D' (mm)
GROOVED
OF CAPRAIL
ToNN& L (m) - 1.20 1.50 1.80 2.10 2.40
I I ro H- 1.2m 400 400 400 400 400
H I I I 1.5m 400 400 400 400 400
(SEE TABLES) I.&'1 400 400 400 500 500
A A 2.1m 400 400 500 500 500
I I ,r' GRADE 2.4m soo soo Soo soo soo
25 MA)F.� I I I GRADE
1. DESIGN WIND PRESSURE 1.0 KPa (20 p.s.f.)
2. CONCRETE FOR FOOTINGS TO BE 25 MPG.
I
3. BERMS.
INTERMEDIATE n I i CONSTRUCT BERMS OF ENGINEERED Fill.
SUPPORT
1 ` 1 MATH A 2.On1 CREST k SIDE SOPES NO
STEEPER THAN 2 TO I.
I I
IN OF t00X
COMPACT 8
b COMP ER A
MS TO M
1 0 )
1300 1200 �� ':'i 1700 i1 -- CONCRETE FOOTING STANDARD PROCTOR DENSITY.
c) ERECT FENCE ALONG CENTRELINE OF BERM.
4. SURFACE DENSITY TO BE 20 kg/IIQ m. (4 p.&C)
too 5. TONGUE to GROOVED BOARDS TO HAVE MIN. THICKNESS
—CONCRETE FoonNC I OF 44rnm AFTER DRESSING (NET).
n:
_L 6. EQUIVALENT SURFACE DENSITIES 20 k e .m
9
Q
_ N 9mm THICK NET.
JACK PIE 3 1H
� E PONDEROSA PINE 43mm THICK NET.
G D (sEE rnBLE 2) YELLOW PINE 38mm THICK NET.
RED PINE 25mm THICK NET.
rlieiE i) WESTERN CEDAR 44mm THICK NET.
FOOTING DIA. D SIDE VIEW SECTION B—B REDWOOD 31mm THICK NET.
(SEE TABLE 2) N.T.S. N.T.S.
OST L SEE TABLES) POSI
1-89m INTERN GALV. TOE NAIL I DI 1
INTERMEDIATE
ON EACH SIDE OF SUPPORT
POST
WOODEN(CEDAR)
NOISE BARRIER FENCE DETAIL
V-+- 7
30mm DEEP GROOVE-
(50mm WIDE) TYP. 444K140mm
TONGLI k GROOVED
BOARDS
SECTION A—A xxxxx
N.T.S. craws n o.aa
X-XXX